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The Project Gutenberg eBook of Highways and Highway
Transportation
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Title: Highways and Highway Transportation
Author: George R. Chatburn
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Most recently updated: October 18, 2024
Language: English
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*** START OF THE PROJECT GUTENBERG EBOOK HIGHWAYS AND
HIGHWAY TRANSPORTATION ***
Please see the Transcriber’s Notes at the end
of this text.
The cover image has been created for this
text, and is in the public domain.
Transportation
This eBook is for the use of anyone anywhere in the United States and most
other parts of the world at no cost and with almost no restrictions whatsoever.
You may copy it, give it away or re-use it under the terms of the Project
Gutenberg License included with this eBook or online at www.gutenberg.org. If
you are not located in the United States, you will have to check the laws of the
country where you are located before using this eBook.
Title: Highways and Highway Transportation
Author: George R. Chatburn
Release date: October 6, 2021 [eBook #66482]
Most recently updated: October 18, 2024
Language: English
Other information and formats: www.gutenberg.org/ebooks/66482
Credits: Charlene Taylor, Harry Lamé and the Online Distributed Proofreading
Team at https://www.pgdp.net (This file was produced from images
generously made available by The Internet Archive/American
Libraries.)
*** START OF THE PROJECT GUTENBERG EBOOK HIGHWAYS AND
HIGHWAY TRANSPORTATION ***
Please see the Transcriber’s Notes at the end
of this text.
The cover image has been created for this
text, and is in the public domain.
Page 4
HIGHWAYS
AND
HIGHWAY TRANSPORTATION
AND
HIGHWAY TRANSPORTATION
Page 5
© Major Hamilton Maxwell
© Underwood and Underwood
STORM KING HIGHWAY
A Great Engineering Project Along the Hudson between Cornwall and West Point, N. Y.
© Underwood and Underwood
STORM KING HIGHWAY
A Great Engineering Project Along the Hudson between Cornwall and West Point, N. Y.
Page 6
HIGHWAYS
AND
HIGHWAY TRANSPORTATION
BY
GEORGE R. CHATBURN, A.M., C.E.
Professor of Applied Mechanics and Machine Design
Lecturer on Highway Engineering
The University of Nebraska
AND
HIGHWAY TRANSPORTATION
BY
GEORGE R. CHATBURN, A.M., C.E.
Professor of Applied Mechanics and Machine Design
Lecturer on Highway Engineering
The University of Nebraska
Page 7
NEW YORK
THOMAS Y. CROWELL COMPANY
PUBLISHERS
Copyright 1923, by
THOMAS Y. CROWELL COMPANY
Printed in the United States of America
THOMAS Y. CROWELL COMPANY
PUBLISHERS
Copyright 1923, by
THOMAS Y. CROWELL COMPANY
Printed in the United States of America
Page 8
PREFACE
The following pages on Highways and Highway Transportation do not
pretend to be an exhaustive treatise on the subject, but rather a glimpse of
the vast development of the humble road and its office as an agency for
transportation. Possibly the grandeur of the mountains is best appreciated
by one who lives among them, who climbs their acclivitous heights, who
daily experiences their power and majesty, and measures their magnitude by
grim muscular exertion. But, even so, it would be foolish to contend that he
who gets his information from the seat of a Pullman car receives no benefit
from the hasty glimpse, or, that his imagination is not quickened and
cultured by the experience. In writing this book, then, I have had constantly
in mind the myriads of people who have not the time, and possibly not the
facilities, to search the pages of the literature of the past for the origin and
development, or to work out their present importance, of our amplification
of roads and of road uses. It is felt that many of these people laudably desire
a conversational knowledge of the origin, evolution and present status of
highway transportation, even though it be glimpsed by a very rapid passage
through a very large subject.
The primary objects have therefore been, to sketch briefly and simply the
development of the transportation systems of the United States, to indicate
their importance and mutual relations, to present some practical methods
used in the operation of highway transport and to make occasional
suggestions for the betterment of the road as a usable machine for the
benefit and pleasure of mankind.
Any observations made or conclusions drawn are purely personal. I
entered into and have carried on the work entirely unbiased. I am not
financially or otherwise, except academically, interested in any firm or
company whose business has to do with transportation either directly as a
carrier, or indirectly as a manufacturer of the instruments or accessories to
transportation, nor does any of my living come from societies or
foundations organized as propagandists for any particular forms of
transportation, or transportation materials or equipment. I have no
admiration for the man who hopes to see the steam and electric railways put
out of business or even caused to run at a loss by the automobile, motor
The following pages on Highways and Highway Transportation do not
pretend to be an exhaustive treatise on the subject, but rather a glimpse of
the vast development of the humble road and its office as an agency for
transportation. Possibly the grandeur of the mountains is best appreciated
by one who lives among them, who climbs their acclivitous heights, who
daily experiences their power and majesty, and measures their magnitude by
grim muscular exertion. But, even so, it would be foolish to contend that he
who gets his information from the seat of a Pullman car receives no benefit
from the hasty glimpse, or, that his imagination is not quickened and
cultured by the experience. In writing this book, then, I have had constantly
in mind the myriads of people who have not the time, and possibly not the
facilities, to search the pages of the literature of the past for the origin and
development, or to work out their present importance, of our amplification
of roads and of road uses. It is felt that many of these people laudably desire
a conversational knowledge of the origin, evolution and present status of
highway transportation, even though it be glimpsed by a very rapid passage
through a very large subject.
The primary objects have therefore been, to sketch briefly and simply the
development of the transportation systems of the United States, to indicate
their importance and mutual relations, to present some practical methods
used in the operation of highway transport and to make occasional
suggestions for the betterment of the road as a usable machine for the
benefit and pleasure of mankind.
Any observations made or conclusions drawn are purely personal. I
entered into and have carried on the work entirely unbiased. I am not
financially or otherwise, except academically, interested in any firm or
company whose business has to do with transportation either directly as a
carrier, or indirectly as a manufacturer of the instruments or accessories to
transportation, nor does any of my living come from societies or
foundations organized as propagandists for any particular forms of
transportation, or transportation materials or equipment. I have no
admiration for the man who hopes to see the steam and electric railways put
out of business or even caused to run at a loss by the automobile, motor
Page 9
express or motor bus. Neither have I any plaudits for the man who would
arrest the growth of the new forms of transportation by drastic legal
enactments and excessive taxation in order to preserve the old. I believe
there is room and need in the United States for all forms of transportation,
and that each can thrive in its respective field just as do wheat and corn but
none will thrive if they attempt to occupy the same field at the same time.
The text is naturally divided into two parts—the development of
highways and their use. The first part treats of the relation of transportation
to civilization generally, explaining briefly how the two have grown
together like children at school, how each has helped the other, and how the
meter of one is the measure of the other.
Leaving the old world there is sketched all too briefly the development in
the United States of transportation facilities from the coastal and natural
waterways, from the pack and trail, used by the aborigine and early settlers,
through the treks of the pioneers, the periods of canal digging, the toll road
competition, and the railway frenzy, to the advent of the modern road with
the coming of the bicycle and automobile and their wonderful accelerative
impulse.
The effects of State and Federal aid upon the road conditions of the
country are fully treated as is also the planning of highway systems.
Automotive transportation for business and pleasure including rural
motor express and bus lines, and their effect on production and marketing
are described and discussed.
In the chapters on highway accidents and highway aids to traffic,
attention is called to many types of accidents, including railway crossing
accidents, with suggestions for their mitigation. Here also are given the
most recent practical rules for the regulation of traffic in both city and
country.
A chapter is devoted to the esthetics of the highway, a subject just
coming to the attention of road men who have heretofore been mostly
concerned with distances, grades, widths and surfaces, which, by the way,
are frequently mentioned in the text. As in all building construction the first
appeal was made to material things and their relation to the pocket-book,
while the last and most enduring appeal is spiritualistic and is made to the
pleasures of the imagination.
The same idea of making the road a means of catering to the preservative
and pleasure instincts of man is considered in the final chapter on aids and
arrest the growth of the new forms of transportation by drastic legal
enactments and excessive taxation in order to preserve the old. I believe
there is room and need in the United States for all forms of transportation,
and that each can thrive in its respective field just as do wheat and corn but
none will thrive if they attempt to occupy the same field at the same time.
The text is naturally divided into two parts—the development of
highways and their use. The first part treats of the relation of transportation
to civilization generally, explaining briefly how the two have grown
together like children at school, how each has helped the other, and how the
meter of one is the measure of the other.
Leaving the old world there is sketched all too briefly the development in
the United States of transportation facilities from the coastal and natural
waterways, from the pack and trail, used by the aborigine and early settlers,
through the treks of the pioneers, the periods of canal digging, the toll road
competition, and the railway frenzy, to the advent of the modern road with
the coming of the bicycle and automobile and their wonderful accelerative
impulse.
The effects of State and Federal aid upon the road conditions of the
country are fully treated as is also the planning of highway systems.
Automotive transportation for business and pleasure including rural
motor express and bus lines, and their effect on production and marketing
are described and discussed.
In the chapters on highway accidents and highway aids to traffic,
attention is called to many types of accidents, including railway crossing
accidents, with suggestions for their mitigation. Here also are given the
most recent practical rules for the regulation of traffic in both city and
country.
A chapter is devoted to the esthetics of the highway, a subject just
coming to the attention of road men who have heretofore been mostly
concerned with distances, grades, widths and surfaces, which, by the way,
are frequently mentioned in the text. As in all building construction the first
appeal was made to material things and their relation to the pocket-book,
while the last and most enduring appeal is spiritualistic and is made to the
pleasures of the imagination.
The same idea of making the road a means of catering to the preservative
and pleasure instincts of man is considered in the final chapter on aids and
Page 10
attractions to traffic and travel. Safety and warning devices are discussed as
such, while comforts and conveniences are means for luring the average
citizen to the highway, to the camps and parks, for the broadening effect
upon his character, the health of his body, and the enlightenment of his soul.
Thus we close a most hurried journey from the very beginning of roads to
their modern far superior yet very imperfect attainments. The main thought
throughout has been the road as a usable agency in the economic and
entertaining phases of life. Each equally important to the wealth, health, and
happiness of our people. The mind easily travels ahead to a time when
separate roads will be devoted to the two great ends of business and
pleasure. Then the flight of fancy passes on to still another period of time
and sees the highways made inoperative and superfluous, overgrown by
weeds and grass, for the argosies of business and pleasure have taken to the
air.
George Richard Chatburn.
Lincoln, Nebraska
March 9, 1923.
such, while comforts and conveniences are means for luring the average
citizen to the highway, to the camps and parks, for the broadening effect
upon his character, the health of his body, and the enlightenment of his soul.
Thus we close a most hurried journey from the very beginning of roads to
their modern far superior yet very imperfect attainments. The main thought
throughout has been the road as a usable agency in the economic and
entertaining phases of life. Each equally important to the wealth, health, and
happiness of our people. The mind easily travels ahead to a time when
separate roads will be devoted to the two great ends of business and
pleasure. Then the flight of fancy passes on to still another period of time
and sees the highways made inoperative and superfluous, overgrown by
weeds and grass, for the argosies of business and pleasure have taken to the
air.
George Richard Chatburn.
Lincoln, Nebraska
March 9, 1923.
Page 11
CONTENTS
CHAPTER I
PAGE
Transportation a Measure of Civilization 1
Stages of Civilization: Direct Appropriation; Pastoral; Agricultural
— Manorial and Feudal Systems; Handicraft — Merchant
Guilds, Effect upon Trade, Domestic System, Government
Control, Agriculture; Industrial — Building of Canals, Smelting
Iron, Invention of Steam Engine, Railways Developed. Some
Historical Roads and their Influence: Early Highways —
Asiatic, Greek, Roman, Pre-Historic American.
CHAPTER II
Transportation Development in the United States: Early Trails
and Roads 34
First Settlements near Coast. Birch Bark Canoe, Meagerness of
Roads. Settlement follows Waterways. Portages. Lines of Travel
— Through Alleghanies, from the North, Boone’s Trace or the
Wilderness Road, Calk’s Diary. Explorations — Marquette,
Lewis and Clark, Fur Companies. Western Trails — Oregon,
Salt Lake, Later California, Santa Fé, Gila and Spanish.
Turnpike Roads, Wagon Road Neglect, National Participation
— Cumberland Road. Early Inns.
CHAPTER III
Waterways and Canals 70
Coastal, Inlets, Rivers, Creeks. Canals — Europe, New York,
Pennsylvania, Ohio, Other States; Passenger Traffic on;
Prosperity and Desuetude. Ship Canals: Sault Ste. Marie, Cape
CHAPTER I
PAGE
Transportation a Measure of Civilization 1
Stages of Civilization: Direct Appropriation; Pastoral; Agricultural
— Manorial and Feudal Systems; Handicraft — Merchant
Guilds, Effect upon Trade, Domestic System, Government
Control, Agriculture; Industrial — Building of Canals, Smelting
Iron, Invention of Steam Engine, Railways Developed. Some
Historical Roads and their Influence: Early Highways —
Asiatic, Greek, Roman, Pre-Historic American.
CHAPTER II
Transportation Development in the United States: Early Trails
and Roads 34
First Settlements near Coast. Birch Bark Canoe, Meagerness of
Roads. Settlement follows Waterways. Portages. Lines of Travel
— Through Alleghanies, from the North, Boone’s Trace or the
Wilderness Road, Calk’s Diary. Explorations — Marquette,
Lewis and Clark, Fur Companies. Western Trails — Oregon,
Salt Lake, Later California, Santa Fé, Gila and Spanish.
Turnpike Roads, Wagon Road Neglect, National Participation
— Cumberland Road. Early Inns.
CHAPTER III
Waterways and Canals 70
Coastal, Inlets, Rivers, Creeks. Canals — Europe, New York,
Pennsylvania, Ohio, Other States; Passenger Traffic on;
Prosperity and Desuetude. Ship Canals: Sault Ste. Marie, Cape
Page 12
Cod, Panama — Inducements for, Early Schemes, Routes —
Tehauntepec, Nicaragua, Others; French Participation —
DeLesseps’ Grant, Company Organized; Other Promotion
Schemes; Indignation in the United States against Foreign
Building Canal; DeLesseps begins Work; Clayton-Bulwer
Treaty; Hay and Pauncefote Treaty; Commission Reports
Favorably on Nicaraguan Route; French Company Bankrupt;
Colombian Congress Refuses to Sell to the United States
Control of the Canal Strip; Panamanian Revolution —
Roosevelt’s Part in Revolution; United States Secures Control
of Canal Strip, Colombia Protests; Construction of Canal
Begun; Description of Canal, Canal Traffic. River
Transportation: Small Boats, Pole Boats, Large Boats, Rafts.
Steamboat: Construction, Mississippi River Traffic, New
Orleans Levee, Mississippi Steamboats and Steamboating;
Steamboat Fares. Government Attitude toward River
Improvement. John Fitch Granted a Right in New Jersey;
Calhoun’s Activities, Monroe’s Attitude. National Aid for
Internal Improvements.
CHAPTER IV
Railroads 99
Origin and Early Development. Optimism of Promoters. Early
Locomotives. First Chartered Railroad — Charleston and
Hamburg, First Passenger Car on Baltimore and Ohio, New
York Central, Camden and Amboy, New England Roads, West
of Alleghanies, in the South. Rapid Growth in Railway Mileage.
Call for Government Aid. Land Grants. Pacific Roads —
Congressional Discussion, Compromise Bills, Construction of
Pacific Roads, Crédit Mobilier. Era of Railway Consolidation
— Typical Consolidations, Methods of Consolidating.
Mechanical Development: Rails, Freight Cars, Locomotives,
Gauge, Telegraph, Signals. The Evolution of the Sleeping Car.
Street Car Service. Electric Traction — Origin, Development.
Tehauntepec, Nicaragua, Others; French Participation —
DeLesseps’ Grant, Company Organized; Other Promotion
Schemes; Indignation in the United States against Foreign
Building Canal; DeLesseps begins Work; Clayton-Bulwer
Treaty; Hay and Pauncefote Treaty; Commission Reports
Favorably on Nicaraguan Route; French Company Bankrupt;
Colombian Congress Refuses to Sell to the United States
Control of the Canal Strip; Panamanian Revolution —
Roosevelt’s Part in Revolution; United States Secures Control
of Canal Strip, Colombia Protests; Construction of Canal
Begun; Description of Canal, Canal Traffic. River
Transportation: Small Boats, Pole Boats, Large Boats, Rafts.
Steamboat: Construction, Mississippi River Traffic, New
Orleans Levee, Mississippi Steamboats and Steamboating;
Steamboat Fares. Government Attitude toward River
Improvement. John Fitch Granted a Right in New Jersey;
Calhoun’s Activities, Monroe’s Attitude. National Aid for
Internal Improvements.
CHAPTER IV
Railroads 99
Origin and Early Development. Optimism of Promoters. Early
Locomotives. First Chartered Railroad — Charleston and
Hamburg, First Passenger Car on Baltimore and Ohio, New
York Central, Camden and Amboy, New England Roads, West
of Alleghanies, in the South. Rapid Growth in Railway Mileage.
Call for Government Aid. Land Grants. Pacific Roads —
Congressional Discussion, Compromise Bills, Construction of
Pacific Roads, Crédit Mobilier. Era of Railway Consolidation
— Typical Consolidations, Methods of Consolidating.
Mechanical Development: Rails, Freight Cars, Locomotives,
Gauge, Telegraph, Signals. The Evolution of the Sleeping Car.
Street Car Service. Electric Traction — Origin, Development.
Page 13
CHAPTER V
The Modern Wagon Road 126
Neglect and Desuetude of Wagon Roads, 1830-1890. Laying out
and Working Roads, Statutory Width of Roads. Influence of
Bicycle for Better Roads: Origin of Bicycle, Development,
Ordinary, Safety, Cycling Boom, Organization of Wheel Clubs,
Propaganda for Good Roads, Prevalence of Poor Roads,
Comments by Writers. Good Roads Associations; League of
American Wheelmen, National Highway Commission, Col.
Pope’s Propaganda, Bills Introduced in Congress. Office of
Public Roads Inquiry: Duties and Limitations, Cooperation with
Good Roads Organizations, National Good Roads Association
— Good Roads Trains, Object Lesson Roads, Policy
Discontinued, Duties and Scope of Office of Public Roads
Widened and Name Changed — Educational Work, Research,
Administration of Federal Aid. Rural Free Delivery of Mail:
Origin, Development, Advantages. State Aid: Origin — New
Jersey, Salient Features, Difficulties of Getting it Enacted;
Massachusetts; Other States; State Bonds for State Aid. Federal
Aid; Enactment of Law, Provisions, Appropriation,
Administration, Additional Appropriations.
CHAPTER VI
Interrelation between Highway and Other Kinds of Transportation 159
Classification of Transportation. Railroads have not always Acted
Honorably. Quantity Production and Division of Labor Applied
to Railway Transportation, to Motor Transport. Automobiles
Cutting into Railway Earnings, Babson’s Prediction. Effect of
Motor Competition on Interurban Trolley Lines, on Street Car
Lines, Taxicabs and Jitneys, Buses, Trackless Trolleys.
Guaranteeing Earnings of Street Car Companies, Legitimate
Fields of Transportation Agencies. Length of Haul for
Economic Trucking. Reduction of Rates and Expenses. Carving
out New Fields. Still Room for all Kinds of Transportation.
The Modern Wagon Road 126
Neglect and Desuetude of Wagon Roads, 1830-1890. Laying out
and Working Roads, Statutory Width of Roads. Influence of
Bicycle for Better Roads: Origin of Bicycle, Development,
Ordinary, Safety, Cycling Boom, Organization of Wheel Clubs,
Propaganda for Good Roads, Prevalence of Poor Roads,
Comments by Writers. Good Roads Associations; League of
American Wheelmen, National Highway Commission, Col.
Pope’s Propaganda, Bills Introduced in Congress. Office of
Public Roads Inquiry: Duties and Limitations, Cooperation with
Good Roads Organizations, National Good Roads Association
— Good Roads Trains, Object Lesson Roads, Policy
Discontinued, Duties and Scope of Office of Public Roads
Widened and Name Changed — Educational Work, Research,
Administration of Federal Aid. Rural Free Delivery of Mail:
Origin, Development, Advantages. State Aid: Origin — New
Jersey, Salient Features, Difficulties of Getting it Enacted;
Massachusetts; Other States; State Bonds for State Aid. Federal
Aid; Enactment of Law, Provisions, Appropriation,
Administration, Additional Appropriations.
CHAPTER VI
Interrelation between Highway and Other Kinds of Transportation 159
Classification of Transportation. Railroads have not always Acted
Honorably. Quantity Production and Division of Labor Applied
to Railway Transportation, to Motor Transport. Automobiles
Cutting into Railway Earnings, Babson’s Prediction. Effect of
Motor Competition on Interurban Trolley Lines, on Street Car
Lines, Taxicabs and Jitneys, Buses, Trackless Trolleys.
Guaranteeing Earnings of Street Car Companies, Legitimate
Fields of Transportation Agencies. Length of Haul for
Economic Trucking. Reduction of Rates and Expenses. Carving
out New Fields. Still Room for all Kinds of Transportation.
Page 14
CHAPTER VII
Automotive Transportation 181
Defined, Radical Changes to be Expected. Business Passenger
Traffic: Jitney and Taxicab, Motor Bus — Qualifications, Fares,
Competition with Street Cars, Cross-country Service, Carriers
of School Children, Transfer between Depots. Pleasure
Passenger Traffic: An Influence in the Purchase of Automobiles,
Pleasurable Effect of Automobile Riding, Recreational and
Pathological Benefits of Motoring, Cost of Motoring. Freight
Traffic: Cost and Time Factors, Motor Trucks and Congested
Districts, Time Devoted to Loading and Unloading, Depots,
Warehouses, Devices, Removable Bodies, Sectional Containers,
Store to Door Delivery, Mass Loading. Devices Connected with
the Truck. Devices Separate, Special Types of Bodies. Traffic
between Towns: Economic Distance, Licenses and Insurance,
State Regulation without Competition, Development of State
Regulation. Motor Bus Traffic: Buses, Rates, Future of Motor
Bus and Other Types of Transportation. To and from the Farm:
Importance of Farm Trucking, Arguments in Favor of, Cost of
Trucking, Diversified Farming, Intensive Farming, Live Stock.
Trucking, Benefits to the Farmer, Economy of Farm Trucking,
Parcel Post Service and the Farm, Rural Express, Milk Trucks,
Convenience to the Farmer, Purchasing a Truck. Terminal
Facilities: Advantages. Social Aspect of Motor Transportation:
Effect on Merchandising, Housing, Unification of Society,
Standard of Living, Size of Farms, Salesmen, Hotels, City and
Country Stores. Consolidated Rural Schools: The Public School
and Patriotism, Peace, Changing Concepts of Public Schools.
Rural Mail Delivery. Automobile and Health: As a Form of
Exercise, Effect on Styles; Medical Science; Sanitary Effects —
Mosquitoes, Flies. The Automobile and Crime: Bootlegging,
Robbery, Vandalism. Types of Automobile Transportation.
CHAPTER VIII
Automotive Transportation 181
Defined, Radical Changes to be Expected. Business Passenger
Traffic: Jitney and Taxicab, Motor Bus — Qualifications, Fares,
Competition with Street Cars, Cross-country Service, Carriers
of School Children, Transfer between Depots. Pleasure
Passenger Traffic: An Influence in the Purchase of Automobiles,
Pleasurable Effect of Automobile Riding, Recreational and
Pathological Benefits of Motoring, Cost of Motoring. Freight
Traffic: Cost and Time Factors, Motor Trucks and Congested
Districts, Time Devoted to Loading and Unloading, Depots,
Warehouses, Devices, Removable Bodies, Sectional Containers,
Store to Door Delivery, Mass Loading. Devices Connected with
the Truck. Devices Separate, Special Types of Bodies. Traffic
between Towns: Economic Distance, Licenses and Insurance,
State Regulation without Competition, Development of State
Regulation. Motor Bus Traffic: Buses, Rates, Future of Motor
Bus and Other Types of Transportation. To and from the Farm:
Importance of Farm Trucking, Arguments in Favor of, Cost of
Trucking, Diversified Farming, Intensive Farming, Live Stock.
Trucking, Benefits to the Farmer, Economy of Farm Trucking,
Parcel Post Service and the Farm, Rural Express, Milk Trucks,
Convenience to the Farmer, Purchasing a Truck. Terminal
Facilities: Advantages. Social Aspect of Motor Transportation:
Effect on Merchandising, Housing, Unification of Society,
Standard of Living, Size of Farms, Salesmen, Hotels, City and
Country Stores. Consolidated Rural Schools: The Public School
and Patriotism, Peace, Changing Concepts of Public Schools.
Rural Mail Delivery. Automobile and Health: As a Form of
Exercise, Effect on Styles; Medical Science; Sanitary Effects —
Mosquitoes, Flies. The Automobile and Crime: Bootlegging,
Robbery, Vandalism. Types of Automobile Transportation.
CHAPTER VIII
Page 15
Planning Highway Systems: Selection of Road Types 222
Object of a Road. Road Classification: Agricultural. Recreational,
Commercial, Military. Problem of the Road Planner: Economy,
Accommodation, Utilizing Existing Roads. Essentials to be
Considered: Ruling Points, Branch Lines and Detours, Alternate
Routes, Existing Highways and City Streets, Vested Rights,
Widening Roads and Streets, Railroads, Trolley Lines, etc.,
Bridges, Culverts, Drainage, etc., Ruling Grades, Esthetics.
Motor Transport Efficiency Outline, Highway System Unit:
Arguments in Favor of National System — Eliminates Sectional
Differences, Gives Continuous Roads, Military Roads, Benefits
of Example. State Systems — Benefits. Procedure of Laying
out a Road System: Commission, Determining Factors, Maps,
Tentative System, Reconnaisance Survey — What Shown, How
Taken, Instruments; Hearings — Object; Final Location —
Considerations, Traffic Census Advisable. Financial
Considerations: First Cost, Upkeep, Traffic Census: Affects
Location, Type of Road, Grades, Width, Foundations. Making a
Traffic Census: Variation of Traffic — Number of Counting
Days, Hours Each Day, Weights, Observer’s Cards, Both Way
Count, Weather, Stations — Location of. Classification of
Traffic: Object, Maximum Loads, Effect of Heavy Loads,
Influence Units of Traffic — British, French, Other Countries,
Maryland, Massachusetts, Borough of Brooklyn; Suggested
Form of Traffic Sheet — New Jersey. Destructive Factors:
Density of Traffic, Weight of Vehicles, Impact, Speed,
Wrinkling, Sprung and Unsprung Weight, Tires, Pleasure Cars
and Light Traffic to be Considered. Other Methods of
Estimating the Amount of Traffic: Area Served, Tonnage
Arising. Distribution of Traffic over Township Roads. Selection
of a Suitable Type of Road. Taxpayers Allowed to Assist in
Selection, Engineers to Suggest. Ideal Road: Qualities of —
Low First Cost, Durability — Materials and Design, Resistance
to Traction and Tractive Force — Horse, Truck, Speed,
Temperature, Roughness, Width of Tire, Diameter of Wheel,
Table of Resistances; Resistance Due to Grade — Formulas,
Coefficient, Available Engine Effort; Slipperiness — Type of
Object of a Road. Road Classification: Agricultural. Recreational,
Commercial, Military. Problem of the Road Planner: Economy,
Accommodation, Utilizing Existing Roads. Essentials to be
Considered: Ruling Points, Branch Lines and Detours, Alternate
Routes, Existing Highways and City Streets, Vested Rights,
Widening Roads and Streets, Railroads, Trolley Lines, etc.,
Bridges, Culverts, Drainage, etc., Ruling Grades, Esthetics.
Motor Transport Efficiency Outline, Highway System Unit:
Arguments in Favor of National System — Eliminates Sectional
Differences, Gives Continuous Roads, Military Roads, Benefits
of Example. State Systems — Benefits. Procedure of Laying
out a Road System: Commission, Determining Factors, Maps,
Tentative System, Reconnaisance Survey — What Shown, How
Taken, Instruments; Hearings — Object; Final Location —
Considerations, Traffic Census Advisable. Financial
Considerations: First Cost, Upkeep, Traffic Census: Affects
Location, Type of Road, Grades, Width, Foundations. Making a
Traffic Census: Variation of Traffic — Number of Counting
Days, Hours Each Day, Weights, Observer’s Cards, Both Way
Count, Weather, Stations — Location of. Classification of
Traffic: Object, Maximum Loads, Effect of Heavy Loads,
Influence Units of Traffic — British, French, Other Countries,
Maryland, Massachusetts, Borough of Brooklyn; Suggested
Form of Traffic Sheet — New Jersey. Destructive Factors:
Density of Traffic, Weight of Vehicles, Impact, Speed,
Wrinkling, Sprung and Unsprung Weight, Tires, Pleasure Cars
and Light Traffic to be Considered. Other Methods of
Estimating the Amount of Traffic: Area Served, Tonnage
Arising. Distribution of Traffic over Township Roads. Selection
of a Suitable Type of Road. Taxpayers Allowed to Assist in
Selection, Engineers to Suggest. Ideal Road: Qualities of —
Low First Cost, Durability — Materials and Design, Resistance
to Traction and Tractive Force — Horse, Truck, Speed,
Temperature, Roughness, Width of Tire, Diameter of Wheel,
Table of Resistances; Resistance Due to Grade — Formulas,
Coefficient, Available Engine Effort; Slipperiness — Type of
Page 16
Pavement, Climatic Conditions; Sanitariness — Definition,
Effect of Type of Road; Noisiness; Acceptability. Some Types
of Roads and their Qualities: Earth, Sand-clay, Gravel,
Macadam, Bituminous Macadam, Bituminous Concrete, Brick,
Concrete, Creosoted Wood Block, Asphalt Block, Sheet
Asphalt, Other Types. Comparison of Roads — Specimen
Tables.
CHAPTER IX
Effect of Ease and Cost of Transportation on Production and
Marketing 273
Production Defined, Productive Activities — Change of Form,
Change of Place, Change of Time. Nature and Labor. Capital —
Stored up Labor. Marketing — Wholesaling and Retailing.
Grain Exchanges; Defined, Object, Commission Merchant,
Dealing in Futures — Hedging. Cooperative Marketing:
Advantages. Local Grain Merchant — Financing Movement of
Crops. Elements Entering into the Cost of Marketing.
Transportation from Farm to Local Market. Cost of Production,
Effect of Good Roads upon, Intensive Farming, Fruit Farming,
Long Haul Transportation. Stock Marketing: Changing
Character of Stock Raising, Distance of Economic Hauling by
Team and by Truck, Effect of Truck Hauling on Number of
Hogs Marketed. Seasonal Effect. Stock Merchant — Local,
Shrinkage, Dairying. Poultry. Forestry: Logging and
Lumbering, Forest Management, Use of Truck and Trailer, At
Saw Mill, Log Loader, in Lumber Yards, Mining. Factory
Products. From Factory to Retailer. Terminal Charges
Eliminated. Construction.
CHAPTER X
Financing Highways and Highway Transportation Lines 306
Origin and Reasons for Road Work. Working out Road Tax
Abolished. Private Financing, Public Financing. Taxation: Tax
Defined, Classified. Direct Taxes — Levied Uniformly. Indirect
Effect of Type of Road; Noisiness; Acceptability. Some Types
of Roads and their Qualities: Earth, Sand-clay, Gravel,
Macadam, Bituminous Macadam, Bituminous Concrete, Brick,
Concrete, Creosoted Wood Block, Asphalt Block, Sheet
Asphalt, Other Types. Comparison of Roads — Specimen
Tables.
CHAPTER IX
Effect of Ease and Cost of Transportation on Production and
Marketing 273
Production Defined, Productive Activities — Change of Form,
Change of Place, Change of Time. Nature and Labor. Capital —
Stored up Labor. Marketing — Wholesaling and Retailing.
Grain Exchanges; Defined, Object, Commission Merchant,
Dealing in Futures — Hedging. Cooperative Marketing:
Advantages. Local Grain Merchant — Financing Movement of
Crops. Elements Entering into the Cost of Marketing.
Transportation from Farm to Local Market. Cost of Production,
Effect of Good Roads upon, Intensive Farming, Fruit Farming,
Long Haul Transportation. Stock Marketing: Changing
Character of Stock Raising, Distance of Economic Hauling by
Team and by Truck, Effect of Truck Hauling on Number of
Hogs Marketed. Seasonal Effect. Stock Merchant — Local,
Shrinkage, Dairying. Poultry. Forestry: Logging and
Lumbering, Forest Management, Use of Truck and Trailer, At
Saw Mill, Log Loader, in Lumber Yards, Mining. Factory
Products. From Factory to Retailer. Terminal Charges
Eliminated. Construction.
CHAPTER X
Financing Highways and Highway Transportation Lines 306
Origin and Reasons for Road Work. Working out Road Tax
Abolished. Private Financing, Public Financing. Taxation: Tax
Defined, Classified. Direct Taxes — Levied Uniformly. Indirect
Page 17
Taxes: Defined, Classes of, Special Taxes, How Levied,
Benefits Decrease with Distance, Petitioning Influence —
Curve of, Concrete Illustration. Zone Weights: How
Determined, Plots and Tables. Frontage: Defined, Calculation,
Illustrative Example. Unequal Zones and Irregular Lots —
Concrete Illustration. Another Method of Apportioning
Assessments. Rule for Assessment. Miscellaneous Sources of
Revenue: Public Service Corporations, Bus and Truck Lines,
Municipal Sale of Water, Gas, Electricity, Ice, Coal. Public
Ownership of Transportation and other Necessary Utilities.
Bonds: Sinking Fund, Serial, Annuity, Comparison of Costs.
Term of Bonds. Stocks and Bonds. National and State Aid.
Present Status of Federal Aid. Matching Federal Aid Dollars.
Financing Highway Transportation: Individual, Partnership,
Corporation. Public Ownership — When Advisable.
CHAPTER XI
Highway Accidents and their Mitigation 351
Accidents Result of Disorder, Codes to Prevent, Automobile
Accidents Lead in Number. Causes: The Driver — Mentally or
Physically Unfit, Ignorant, Indifferent, Reckless; Driving and
Operating: Recklessness, Speeding, Around Sharp Turns,
Passing Cars. Horns. Stopping Cars on Grades, in Streets, etc.,
Backing. Other Forms of Carelessness. The Car: Skidding,
Brakes, Flexibility, Steering and Turning Ability, Lights,
Unlighted Vehicles, Speedometer. Bad Roads: Slipperiness —
High Crowns, Embankments and Guard Rails, Super-elevation
— Rule for, Clear Vision, Curves, Bridges and Culverts.
Railway Crossing Accidents: Prevalency, Elimination of
Crossings — Cost, Automobile Drivers Careless —
Observations, Methods of Mitigation; Bridge Clearance.
Pedestrians — Jay-walkers, Obstacles that Obscure Vision,
Pedestrians on Country Roads, Slow Going Vehicles, Bicycles.
Road and Traffic Regulations: Development of, Council of
National Defense Code, Education Necessary.
Benefits Decrease with Distance, Petitioning Influence —
Curve of, Concrete Illustration. Zone Weights: How
Determined, Plots and Tables. Frontage: Defined, Calculation,
Illustrative Example. Unequal Zones and Irregular Lots —
Concrete Illustration. Another Method of Apportioning
Assessments. Rule for Assessment. Miscellaneous Sources of
Revenue: Public Service Corporations, Bus and Truck Lines,
Municipal Sale of Water, Gas, Electricity, Ice, Coal. Public
Ownership of Transportation and other Necessary Utilities.
Bonds: Sinking Fund, Serial, Annuity, Comparison of Costs.
Term of Bonds. Stocks and Bonds. National and State Aid.
Present Status of Federal Aid. Matching Federal Aid Dollars.
Financing Highway Transportation: Individual, Partnership,
Corporation. Public Ownership — When Advisable.
CHAPTER XI
Highway Accidents and their Mitigation 351
Accidents Result of Disorder, Codes to Prevent, Automobile
Accidents Lead in Number. Causes: The Driver — Mentally or
Physically Unfit, Ignorant, Indifferent, Reckless; Driving and
Operating: Recklessness, Speeding, Around Sharp Turns,
Passing Cars. Horns. Stopping Cars on Grades, in Streets, etc.,
Backing. Other Forms of Carelessness. The Car: Skidding,
Brakes, Flexibility, Steering and Turning Ability, Lights,
Unlighted Vehicles, Speedometer. Bad Roads: Slipperiness —
High Crowns, Embankments and Guard Rails, Super-elevation
— Rule for, Clear Vision, Curves, Bridges and Culverts.
Railway Crossing Accidents: Prevalency, Elimination of
Crossings — Cost, Automobile Drivers Careless —
Observations, Methods of Mitigation; Bridge Clearance.
Pedestrians — Jay-walkers, Obstacles that Obscure Vision,
Pedestrians on Country Roads, Slow Going Vehicles, Bicycles.
Road and Traffic Regulations: Development of, Council of
National Defense Code, Education Necessary.
Page 18
CHAPTER XII
Highway Esthetics 382
Indispensable Elements of Architecture — Stability, Utility,
Beauty. Esthetic Sense — Applied to Roads, to Landscape
Gardening. Styles — Natural and Formal. Application to Roads.
Varieties of Road and Street Trees — List; Shrubs — List;
Climbers — List. Semi-formal Style. Telephone and other
Poles, the Ideal Section, Legislation Necessary. Local
Conditions Determine Planting.
CHAPTER XIII
Aids and Attractions to Traffic and Travel 418
Pleasure Riding — Extent, Advantages to a Community to Have
Tourists Pass through, Ranking and Parking, Parking Spaces a
Convenience to Motorists — Space for and Angle of Parking,
Location of Parking Spaces, One Way and Rotary Traffic, Opera
House Traffic, Public Garages — Several Story Garages.
Terminal Stations — Omaha, Poughkeepsie, Elsewhere. Gas,
Air and Water Stations, Named and Numbered Roads; Marks,
Signs and Guides — Distance and Direction Signs, Letters and
Colors, Warning Signs, Map Signs, Detour Signs, Location of
Detour Markers, Dummy Cop, Semaphores, Signal Lights and
Colors, Road and Street Lighting, City Traffic Lighting, Traffic
Officer, Semaphore and Towers. Touring: Prevalency and
Pleasures of, Camping — Grounds, Caravans, and Equipment.
Camp Sites, Hotels, Parks, Information Bureaus and Agencies.
Index 465
Highway Esthetics 382
Indispensable Elements of Architecture — Stability, Utility,
Beauty. Esthetic Sense — Applied to Roads, to Landscape
Gardening. Styles — Natural and Formal. Application to Roads.
Varieties of Road and Street Trees — List; Shrubs — List;
Climbers — List. Semi-formal Style. Telephone and other
Poles, the Ideal Section, Legislation Necessary. Local
Conditions Determine Planting.
CHAPTER XIII
Aids and Attractions to Traffic and Travel 418
Pleasure Riding — Extent, Advantages to a Community to Have
Tourists Pass through, Ranking and Parking, Parking Spaces a
Convenience to Motorists — Space for and Angle of Parking,
Location of Parking Spaces, One Way and Rotary Traffic, Opera
House Traffic, Public Garages — Several Story Garages.
Terminal Stations — Omaha, Poughkeepsie, Elsewhere. Gas,
Air and Water Stations, Named and Numbered Roads; Marks,
Signs and Guides — Distance and Direction Signs, Letters and
Colors, Warning Signs, Map Signs, Detour Signs, Location of
Detour Markers, Dummy Cop, Semaphores, Signal Lights and
Colors, Road and Street Lighting, City Traffic Lighting, Traffic
Officer, Semaphore and Towers. Touring: Prevalency and
Pleasures of, Camping — Grounds, Caravans, and Equipment.
Camp Sites, Hotels, Parks, Information Bureaus and Agencies.
Index 465
Page 19
LIST OF INSERTS
1. Storm King Highway Frontispiece
A Great Engineering Project Along the Hudson
between Cornwall and West Point, N. Y.
PAGE
2. The Appian Way 22
Showing the original Paving Stones laid 300 b.c.
3. Map of Italy 24
Showing Some of the Twenty or More Roads that
Radiated from Rome.
4. Map of Roman Roads in England 26
(After Jackman: “Development of Transportation in
Modern England.”)
5. Map of the North-Eastern Portion of the United
States 36
Showing the Location of Well-known Portages. There
Were Other Portages Wherever Two Water Courses
Came Near to Each Other. (See Farrand: “American
Nation,” Vol. I, and Thwaites, Ib. Vol. VII.)
6. Map 42
Showing Main Highways and Waterways in the United
States about 1830. When the Railroads Entered the
Industrial Arena, the Country Was Being Covered
With a Net Work of Highways. (Based on Tanner’s
Map of 1825 and Turner in “American Nation,” Vol.
XIV.)
7. Map 54
Showing Transcontinental Trails in the United States.
8. Way Bill 66
Used on the Slaymaker Stage Line from Lancaster to
Philadelphia, 1815. (Courtesy of Prof. P. K.
Slaymaker, Lincoln, Nebr.)
1. Storm King Highway Frontispiece
A Great Engineering Project Along the Hudson
between Cornwall and West Point, N. Y.
PAGE
2. The Appian Way 22
Showing the original Paving Stones laid 300 b.c.
3. Map of Italy 24
Showing Some of the Twenty or More Roads that
Radiated from Rome.
4. Map of Roman Roads in England 26
(After Jackman: “Development of Transportation in
Modern England.”)
5. Map of the North-Eastern Portion of the United
States 36
Showing the Location of Well-known Portages. There
Were Other Portages Wherever Two Water Courses
Came Near to Each Other. (See Farrand: “American
Nation,” Vol. I, and Thwaites, Ib. Vol. VII.)
6. Map 42
Showing Main Highways and Waterways in the United
States about 1830. When the Railroads Entered the
Industrial Arena, the Country Was Being Covered
With a Net Work of Highways. (Based on Tanner’s
Map of 1825 and Turner in “American Nation,” Vol.
XIV.)
7. Map 54
Showing Transcontinental Trails in the United States.
8. Way Bill 66
Used on the Slaymaker Stage Line from Lancaster to
Philadelphia, 1815. (Courtesy of Prof. P. K.
Slaymaker, Lincoln, Nebr.)
Page 20
9. The Sault Ste. Marie Canal 76
10. The Evolution of the Railway Train 102
1. The First Railway Coach—1825.
2. Horse Power Locomotive—1829-30.
3. Stourbridge Lion—1829.
4. Stevenson’s Rocket Locomotive—1829.
5. The DeWitt Clinton Locomotive—1831.
(From Brown’s “First Locomotive”—Courtesy of
D. Appleton & Company.)
11. Modern Locomotives 120
1. Showing the Growth in the Size of Locomotives
During the Past Twenty Years. The Smaller
Locomotive is an American Type Class Engine of
1900. The Larger is a Mountain Type Engine.
Both are Used on the C. B. & Q. R. R.
Photographed at Lincoln, Nebr., Sept., 1922.
2. One of the New Gearless Electric Locomotives
Built by the General Electric Company for the C.
M. & St. Paul R. R.
12. Transportation Across Death Valley 126
A Picturesque Method of Earlier Days.
13. Good Roads Day in Jackson County, Mo. 132
14. Chart of the Organization of the U. S. Bureau of
Public Roads and Rural Engineering, 1917 142
15. Hard Surface Highway in Oregon 146
16. A Farmer’s Wife Meeting the Postal Truck 146
17. Trackless Trolley Operated on Staten Island, N. Y. 166
18. Motor or Rail-Car 166
Showing the Gasoline Locomotive and Trailer,
Operated by the Chicago & Great Western R. R.
19. The Evolution of the Steam Automobile 182
1. The Cugnot Steam Carriage—1770.
2. The Trevithick & Vivian Steam Carriage—1801.
3. The Gurney Steam Carriage—1827.
4. The Church Automobile Carriage (Steam)—
1833.
10. The Evolution of the Railway Train 102
1. The First Railway Coach—1825.
2. Horse Power Locomotive—1829-30.
3. Stourbridge Lion—1829.
4. Stevenson’s Rocket Locomotive—1829.
5. The DeWitt Clinton Locomotive—1831.
(From Brown’s “First Locomotive”—Courtesy of
D. Appleton & Company.)
11. Modern Locomotives 120
1. Showing the Growth in the Size of Locomotives
During the Past Twenty Years. The Smaller
Locomotive is an American Type Class Engine of
1900. The Larger is a Mountain Type Engine.
Both are Used on the C. B. & Q. R. R.
Photographed at Lincoln, Nebr., Sept., 1922.
2. One of the New Gearless Electric Locomotives
Built by the General Electric Company for the C.
M. & St. Paul R. R.
12. Transportation Across Death Valley 126
A Picturesque Method of Earlier Days.
13. Good Roads Day in Jackson County, Mo. 132
14. Chart of the Organization of the U. S. Bureau of
Public Roads and Rural Engineering, 1917 142
15. Hard Surface Highway in Oregon 146
16. A Farmer’s Wife Meeting the Postal Truck 146
17. Trackless Trolley Operated on Staten Island, N. Y. 166
18. Motor or Rail-Car 166
Showing the Gasoline Locomotive and Trailer,
Operated by the Chicago & Great Western R. R.
19. The Evolution of the Steam Automobile 182
1. The Cugnot Steam Carriage—1770.
2. The Trevithick & Vivian Steam Carriage—1801.
3. The Gurney Steam Carriage—1827.
4. The Church Automobile Carriage (Steam)—
1833.
Page 21
5. Gaillardit’s Steam Carriage—1894.
(Courtesy of the Scientific American.)
20. A Modern Rural Passenger Bus 184
21. A New York City “Stepless” Bus 184
It Has an Emergency Door, with Wire Window
Guards, and will Seat 30 Persons.
22. The Evolution of the Gasoline Motor Car 188
1. Panhard & Levassor Carriage—1895.
2. Duryea Motor Wagon—1895.
3. The Benz Motocycle.
4. Hertel’s Gasoline Carriage—1896.
5. The Olds Horseless Carriage.
6. Winton’s Racing Machine.
(Courtesy of the Scientific American.)
23. Hauling Beans by Motor Truck and Trailer 200
Sacramento Valley, Calif.
24. Hauling Sugar Beets to Market in a Motor Truck 200
25. Traffic on Fifth Avenue, New York City 234
26. Giving a Macadam Road an Application of Tarvia
Binder 254
This is Followed by a Coat of Screenings and then the
Road is Rolled Again.
27. A Road of Mixed Asphalt and Concrete Being Tested
Out 254
28. Crowning a Dirt Road in California with Tractor
Drawn Grader 263
29. A Milk Truck Equipped with both Cans and Tank 296
30. A Lumber Log Truck Used in the Northwest 296
31. A National Highway in the Mountains of Maryland 332
32. A Dangerous Curve Made Safe by an Artistic
Concrete Wall 364
The Tennessee State Highway at Lookout Mountain,
Built of Cemented Concrete.
33. Pin Oak Street Trees 388
(Courtesy of the Scientific American.)
20. A Modern Rural Passenger Bus 184
21. A New York City “Stepless” Bus 184
It Has an Emergency Door, with Wire Window
Guards, and will Seat 30 Persons.
22. The Evolution of the Gasoline Motor Car 188
1. Panhard & Levassor Carriage—1895.
2. Duryea Motor Wagon—1895.
3. The Benz Motocycle.
4. Hertel’s Gasoline Carriage—1896.
5. The Olds Horseless Carriage.
6. Winton’s Racing Machine.
(Courtesy of the Scientific American.)
23. Hauling Beans by Motor Truck and Trailer 200
Sacramento Valley, Calif.
24. Hauling Sugar Beets to Market in a Motor Truck 200
25. Traffic on Fifth Avenue, New York City 234
26. Giving a Macadam Road an Application of Tarvia
Binder 254
This is Followed by a Coat of Screenings and then the
Road is Rolled Again.
27. A Road of Mixed Asphalt and Concrete Being Tested
Out 254
28. Crowning a Dirt Road in California with Tractor
Drawn Grader 263
29. A Milk Truck Equipped with both Cans and Tank 296
30. A Lumber Log Truck Used in the Northwest 296
31. A National Highway in the Mountains of Maryland 332
32. A Dangerous Curve Made Safe by an Artistic
Concrete Wall 364
The Tennessee State Highway at Lookout Mountain,
Built of Cemented Concrete.
33. Pin Oak Street Trees 388
Page 22
About 15 Years Old on Land that Was Once
Considered to be a part of the “Great American
Desert.”
34. A Cottonwood Wind Break 388
Formerly very Common in the Prairie Region.
35. Warning and Direction Signs Used in the State of
Illinois 434
36. Traffic Guides 442
(From Eno’s “The Science of Highway Traffic
Regulation.”)
37. New York City Traffic Guides 444
“In November, 1903, one hundred blue and white
enameled signs, directing slow-moving vehicles to
keep near the right-hand curb, were put in use in
New York. These were probably the first traffic
regulation signs ever used.” (From Eno’s “The
Science of Highway Traffic Regulation.”)
38. Traffic Tower on Fifth Avenue, New York City 446
39. Camping Ground and Caravan 458
40. A Gipsying Touring Caravan 458
Considered to be a part of the “Great American
Desert.”
34. A Cottonwood Wind Break 388
Formerly very Common in the Prairie Region.
35. Warning and Direction Signs Used in the State of
Illinois 434
36. Traffic Guides 442
(From Eno’s “The Science of Highway Traffic
Regulation.”)
37. New York City Traffic Guides 444
“In November, 1903, one hundred blue and white
enameled signs, directing slow-moving vehicles to
keep near the right-hand curb, were put in use in
New York. These were probably the first traffic
regulation signs ever used.” (From Eno’s “The
Science of Highway Traffic Regulation.”)
38. Traffic Tower on Fifth Avenue, New York City 446
39. Camping Ground and Caravan 458
40. A Gipsying Touring Caravan 458
Page 23
HIGHWAYS AND HIGHWAY
TRANSPORTATION
TRANSPORTATION
Page 24
CHAPTER I
TRANSPORTATION A MEASURE OF CIVILIZATION
As the several peoples inhabiting the earth have progressed from
barbarism through the different stages of civilization, the transportation
occasioned by their wants and desires has kept a close pace. By a study of
the transportation—travel, movement of goods and commodities—and the
means and facilities for its accomplishment, the relative civilization of any
people, their rank and position may be accurately surveyed, graduated, and
estimated. The highways of a nation, whether they be of the land or sea, or
both, are most vital elements in its progress and could almost as well as
transportation be considered the measuring rod of civilization.
Stages in Civilization. —Sociologists differ as to what constitute the
several stages of civilization. One might trace the development of man
through literature, another through art, another through government; others
consider his economic activities the more fundamental factors. The most
widely used economic classification, according to Ely,[1] is based upon the
increasing power of man over nature and consists of (1) Direct
Appropriation, (2) The Pastoral Stage, (3) The Agricultural Stage, (4) The
Handicraft Stage, and (5) The Industrial Stage. These stages are well
illustrated in English history. The stage of direct appropriation
corresponding to the prehistoric period and up to 54 b.c., when the Romans
overran the island of Britain; the Pastoral stage from this time to the
invasion by William the Conqueror, 1066; the Agricultural up to about the
discovery of America, when a great impetus was given to travel and
discovery; the stage of Handicraft, from 1500 to the invention of the steam
engine and its application to manufacture at the beginning of the eighteenth
century; the Industrial stage, to the present time. While these stages
necessarily overlap each other considerably, it will be seen that as one
declines the next is ushered in with some radical change in government or
in economic or industrial condition. The present day—immediately
following as it does the Great World War, out of which have issued many
scientific discoveries and inventions, notably those advancing the theory
and practice of air navigation, with many potential possibilities in new lines
of transportation; and the setting forth of an idea which is capable of
leading to a better understanding or even a confederation of nations and
TRANSPORTATION A MEASURE OF CIVILIZATION
As the several peoples inhabiting the earth have progressed from
barbarism through the different stages of civilization, the transportation
occasioned by their wants and desires has kept a close pace. By a study of
the transportation—travel, movement of goods and commodities—and the
means and facilities for its accomplishment, the relative civilization of any
people, their rank and position may be accurately surveyed, graduated, and
estimated. The highways of a nation, whether they be of the land or sea, or
both, are most vital elements in its progress and could almost as well as
transportation be considered the measuring rod of civilization.
Stages in Civilization. —Sociologists differ as to what constitute the
several stages of civilization. One might trace the development of man
through literature, another through art, another through government; others
consider his economic activities the more fundamental factors. The most
widely used economic classification, according to Ely,[1] is based upon the
increasing power of man over nature and consists of (1) Direct
Appropriation, (2) The Pastoral Stage, (3) The Agricultural Stage, (4) The
Handicraft Stage, and (5) The Industrial Stage. These stages are well
illustrated in English history. The stage of direct appropriation
corresponding to the prehistoric period and up to 54 b.c., when the Romans
overran the island of Britain; the Pastoral stage from this time to the
invasion by William the Conqueror, 1066; the Agricultural up to about the
discovery of America, when a great impetus was given to travel and
discovery; the stage of Handicraft, from 1500 to the invention of the steam
engine and its application to manufacture at the beginning of the eighteenth
century; the Industrial stage, to the present time. While these stages
necessarily overlap each other considerably, it will be seen that as one
declines the next is ushered in with some radical change in government or
in economic or industrial condition. The present day—immediately
following as it does the Great World War, out of which have issued many
scientific discoveries and inventions, notably those advancing the theory
and practice of air navigation, with many potential possibilities in new lines
of transportation; and the setting forth of an idea which is capable of
leading to a better understanding or even a confederation of nations and
Page 25
altering all forms of national government—may be the beginning of a new
stage of civilization.
Stage of Direct Appropriation. —This stage covers the whole course of
prehistoric man from the time the first ape stood erect some 500,000 years
ago[2] through the stone, bronze, and iron ages to the age of literature and
art. During these long years civilization traveled far, for the least cultured
savages observed have advanced not only away beyond the highest of the
lower animals but also beyond the lowest intellectual estate of which human
beings may be supposed capable of subsisting. And from the lowest to the
highest of these tribes are shown traits varying as greatly in degree as from
one stage in the above classification to another. The Indians at the time of
the discovery of America and the three centuries following, and many of the
tribes of Africa during the explorations of Livingstone and Stanley, were
and still are in this stage and hence have been subjected to scientific study
and investigation. Their governments while variable are of the primitive
types. Ordinarily a chief autocratically rules because of hereditary
influence. Little is manufactured, planting is scarcely known; by hunting,
fishing, and collecting nature’s products of wild seeds and roots is a
subsistence obtained often with long, arduous, and dangerous labor.
Efficiency, as we understand that term to-day, is very low, and the number
of persons that a given area can support is few. No one can predict but what
to-morrow he may have to go hungry or suffer cold from the inclemency of
the weather, for his store of food is nil or small, his shelter rudimentary and
clothing scanty. Note the hardships of the party of Henry M. Stanley during
his expedition across the African wilderness in quest of Emin Pasha.[3]
Notwithstanding Stanley’s men were possessed of firearms and edged tools
and carried some provisions with them, and were traversing a country
teeming with vegetable and animal life, many times they were on the verge
of starvation. The number of the natives in these wildernesses are no doubt
kept low because of the extreme difficulties of procuring the necessities of
life.
The barbarian requires less, of course, than the civilized man; he is
satisfied with mere subsistence. He is improvident and relies upon picking
up his needs from day to day as a robin picks worms from the grass.
Cannibalism often exists, for the sacredness of human life has not yet been
established, although magic and crude religious rites are seldom missing.
While private personal property is recognized and retained by personal
stage of civilization.
Stage of Direct Appropriation. —This stage covers the whole course of
prehistoric man from the time the first ape stood erect some 500,000 years
ago[2] through the stone, bronze, and iron ages to the age of literature and
art. During these long years civilization traveled far, for the least cultured
savages observed have advanced not only away beyond the highest of the
lower animals but also beyond the lowest intellectual estate of which human
beings may be supposed capable of subsisting. And from the lowest to the
highest of these tribes are shown traits varying as greatly in degree as from
one stage in the above classification to another. The Indians at the time of
the discovery of America and the three centuries following, and many of the
tribes of Africa during the explorations of Livingstone and Stanley, were
and still are in this stage and hence have been subjected to scientific study
and investigation. Their governments while variable are of the primitive
types. Ordinarily a chief autocratically rules because of hereditary
influence. Little is manufactured, planting is scarcely known; by hunting,
fishing, and collecting nature’s products of wild seeds and roots is a
subsistence obtained often with long, arduous, and dangerous labor.
Efficiency, as we understand that term to-day, is very low, and the number
of persons that a given area can support is few. No one can predict but what
to-morrow he may have to go hungry or suffer cold from the inclemency of
the weather, for his store of food is nil or small, his shelter rudimentary and
clothing scanty. Note the hardships of the party of Henry M. Stanley during
his expedition across the African wilderness in quest of Emin Pasha.[3]
Notwithstanding Stanley’s men were possessed of firearms and edged tools
and carried some provisions with them, and were traversing a country
teeming with vegetable and animal life, many times they were on the verge
of starvation. The number of the natives in these wildernesses are no doubt
kept low because of the extreme difficulties of procuring the necessities of
life.
The barbarian requires less, of course, than the civilized man; he is
satisfied with mere subsistence. He is improvident and relies upon picking
up his needs from day to day as a robin picks worms from the grass.
Cannibalism often exists, for the sacredness of human life has not yet been
established, although magic and crude religious rites are seldom missing.
While private personal property is recognized and retained by personal
Page 26
prowess, the ownership of land is absent. Coöperation of the crudest sort
only is found; division of labor consists largely in having the females
perform the work of planting, cultivating, carrying burdens—when these
are attempted at all—cooking and caring for the children in the crudest
fashion, leaving to the men the work of hunting, fishing, and fighting. Each
tribe is self-sufficient and consists of a chief with a few followers bound
together loosely for the purposes of protection from other tribes. Exchange,
barter, and trade is at its lowest ebb; consequently transportation is
practically unnecessary, and roadways except mere trails do not exist.
The Pastoral Stage. —In the process of evolution certain animals
undoubtedly were domesticated and used for food. Whether or not this
domestication preceded or followed primitive agriculture or “hoe culture,”
is not important, as the pastoral stage of culture evidently lies between the
hunting and the farming stages. The written history of mankind indicates
that this stage largely prevailed among the earlier Hebrew, Greek, and
Teutonic races. A private ownership in cattle and herds was recognized, but
the necessity of moving about with the flocks precluded fixed habitations,
although large areas were claimed and held or endeavored to be held from
trespass thereon by neighboring tribes. A given area would thus support a
much larger number of people than in the preceding stage. A small amount
of trading or bartering was carried on and consequently some transportation
was required, but road building as such was little known. Rivers and coast
waters for canoes and dugouts were no doubt early taken advantage of by
the aborigines of bordering territories. But since there is so little division of
labor, so little of barter and exchange, commerce was not developed much
during this stage.
The Agricultural Stage. —The growing and storage of crops, increased
by the use of animal power, greatly changed the economic and social
conditions of man. It made possible and profitable the living in fixed
habitations, even in communities, and this brought out the needs of rules of
government. But even yet each family provided without the assistance of
others for practically all its own needs. In planting, reaping, threshing,
grinding the meal and cooking, the family became the unit. No great
division of labor was yet evident, consequently exchange, barter, and
transportation still remained low. Ownership of land was necessary if a
family was to cultivate the same land year after year. This meant definite
rules and laws and consequently the development of governments.
only is found; division of labor consists largely in having the females
perform the work of planting, cultivating, carrying burdens—when these
are attempted at all—cooking and caring for the children in the crudest
fashion, leaving to the men the work of hunting, fishing, and fighting. Each
tribe is self-sufficient and consists of a chief with a few followers bound
together loosely for the purposes of protection from other tribes. Exchange,
barter, and trade is at its lowest ebb; consequently transportation is
practically unnecessary, and roadways except mere trails do not exist.
The Pastoral Stage. —In the process of evolution certain animals
undoubtedly were domesticated and used for food. Whether or not this
domestication preceded or followed primitive agriculture or “hoe culture,”
is not important, as the pastoral stage of culture evidently lies between the
hunting and the farming stages. The written history of mankind indicates
that this stage largely prevailed among the earlier Hebrew, Greek, and
Teutonic races. A private ownership in cattle and herds was recognized, but
the necessity of moving about with the flocks precluded fixed habitations,
although large areas were claimed and held or endeavored to be held from
trespass thereon by neighboring tribes. A given area would thus support a
much larger number of people than in the preceding stage. A small amount
of trading or bartering was carried on and consequently some transportation
was required, but road building as such was little known. Rivers and coast
waters for canoes and dugouts were no doubt early taken advantage of by
the aborigines of bordering territories. But since there is so little division of
labor, so little of barter and exchange, commerce was not developed much
during this stage.
The Agricultural Stage. —The growing and storage of crops, increased
by the use of animal power, greatly changed the economic and social
conditions of man. It made possible and profitable the living in fixed
habitations, even in communities, and this brought out the needs of rules of
government. But even yet each family provided without the assistance of
others for practically all its own needs. In planting, reaping, threshing,
grinding the meal and cooking, the family became the unit. No great
division of labor was yet evident, consequently exchange, barter, and
transportation still remained low. Ownership of land was necessary if a
family was to cultivate the same land year after year. This meant definite
rules and laws and consequently the development of governments.
Page 27
Ownership of herds and land brought wealth and a certain distinction in the
community. Slavery, which had no doubt existed to some extent in the
pastoral stage, here, because it greatly increased wealth, grew immensely.
Large families likewise meant more workmen and greater wealth,
distinction, and leisure, hence polygamy and polyandry often existed. As
the evolution continued there was a trend toward handicraft and the division
of labor; the products of one place began to be exchanged for the products
of other places. This necessitated some forms of transportation, meager
though they might be, and trails between communities.
The Manorial and Feudal Systems. —In England and on the continent
during the later years of this stage there were developed the manorial or
feudal forms of government. The people lived largely in villages each
controlled by a lord or earl (eorl) and to whom in return for his protection,
the use of land, and other favors, they were bound to return to him service
in the cultivation of his land and in waging war when called upon to do so.
The lords in turn held their allegiance to the king. Some handicraftsmen
were among the retainers but they were so few that they did not form an
important part of the village, neither was there a great deal of travel or
transportation. The manor instead of the family was the unit, and it was
almost self-sufficient. The land was allotted in small tracts and tilled in the
manner designated by the lord. Each person raised barley, oats, peas, and
lentils sufficient for his own needs. Variation in crops was little practiced.
Much land at distances from the manor was still devoted to herds and
flocks.
However, toward the later part of this stage, the feudal system began to
break down. There were more free-holders and free-tenants, living upon the
land they cultivated according to their own ideas. Wheat, rye, flax, and root
crops were assuming greater importance. This variety in farming and the
larger fields cultivated by the individual naturally increased the products to
be sold or exchanged and hence increased transportation. People who had
devoted only so much of their time to spinning and weaving as was
necessary to supply their own family needs, were beginning to do more,
selling the excess and purchasing from others things not grown or
manufactured by themselves. Thus were developed towns as centers of
trade; money as a medium of exchange assumed greater importance; and a
division of labor brought into being and increased the social standing of
community. Slavery, which had no doubt existed to some extent in the
pastoral stage, here, because it greatly increased wealth, grew immensely.
Large families likewise meant more workmen and greater wealth,
distinction, and leisure, hence polygamy and polyandry often existed. As
the evolution continued there was a trend toward handicraft and the division
of labor; the products of one place began to be exchanged for the products
of other places. This necessitated some forms of transportation, meager
though they might be, and trails between communities.
The Manorial and Feudal Systems. —In England and on the continent
during the later years of this stage there were developed the manorial or
feudal forms of government. The people lived largely in villages each
controlled by a lord or earl (eorl) and to whom in return for his protection,
the use of land, and other favors, they were bound to return to him service
in the cultivation of his land and in waging war when called upon to do so.
The lords in turn held their allegiance to the king. Some handicraftsmen
were among the retainers but they were so few that they did not form an
important part of the village, neither was there a great deal of travel or
transportation. The manor instead of the family was the unit, and it was
almost self-sufficient. The land was allotted in small tracts and tilled in the
manner designated by the lord. Each person raised barley, oats, peas, and
lentils sufficient for his own needs. Variation in crops was little practiced.
Much land at distances from the manor was still devoted to herds and
flocks.
However, toward the later part of this stage, the feudal system began to
break down. There were more free-holders and free-tenants, living upon the
land they cultivated according to their own ideas. Wheat, rye, flax, and root
crops were assuming greater importance. This variety in farming and the
larger fields cultivated by the individual naturally increased the products to
be sold or exchanged and hence increased transportation. People who had
devoted only so much of their time to spinning and weaving as was
necessary to supply their own family needs, were beginning to do more,
selling the excess and purchasing from others things not grown or
manufactured by themselves. Thus were developed towns as centers of
trade; money as a medium of exchange assumed greater importance; and a
division of labor brought into being and increased the social standing of
Page 28
trades and professions. Thus was ushered in the Handicraft Stage of
civilization.
The Handicraft Stage. —In England this stage lasted through
approximately five centuries, from 1200 to 1700. The merging of one
period into another came about so gradually that a definite date can hardly
be designated, and the time is so long that undoubtedly many changes
occurred in the economic activities as well as in the government and
literature of the people.
While it is probable that merchants, middlemen who bought from one
person and sold to another, had thrived throughout the earlier civilizations
of Asia, Africa, and Europe, and even extended their trade to Britain,
merchandising held a comparatively minor position in England until the
twelfth century, when merchants became very prominent, so much so that
combinations or guilds were formed by them in all the large towns for the
purpose of protecting and controlling the conduct of business and, to some
extent, of maintaining a monopolistic control of the trade in their particular
businesses. A guild was an association or fraternity of persons engaged in
the same line of business. It differed from a trade-union in that the guild
was an association of masters and employees, whereas the trade-union is an
association of employees only.
Many of the merchant guilds grew wealthy and strong; they obtained
Royal Charters from the Crown either by direct payment or by an
arrangement to pay a special tax, or secured recognition in the borough
charters. By authority of these they were endowed with certain privileges
such as: (a) limiting the number of their own members and the number who
could participate in any line of merchandising; (b) entering into secret price
agreements and trade arrangements; (c) controlling the import and export of
wares; (d) the establishing of a court which had absolute jurisdiction over
its members and others not members engaged in the same line of business.
This court “could settle trade disputes, discipline its apprentices with the
whip if necessary, could imprison its journeymen who struck work, and
could fine its master members who acted against its rules. And, finally, the
members of the company were forbidden to appeal to any other court unless
their own court failed to obtain justice for them.”[4] Moreover, the meeting
together for social enjoyment, feasting, and worship; the helping one
another in sickness and poverty; and uniting together for the pursuit of
civilization.
The Handicraft Stage. —In England this stage lasted through
approximately five centuries, from 1200 to 1700. The merging of one
period into another came about so gradually that a definite date can hardly
be designated, and the time is so long that undoubtedly many changes
occurred in the economic activities as well as in the government and
literature of the people.
While it is probable that merchants, middlemen who bought from one
person and sold to another, had thrived throughout the earlier civilizations
of Asia, Africa, and Europe, and even extended their trade to Britain,
merchandising held a comparatively minor position in England until the
twelfth century, when merchants became very prominent, so much so that
combinations or guilds were formed by them in all the large towns for the
purpose of protecting and controlling the conduct of business and, to some
extent, of maintaining a monopolistic control of the trade in their particular
businesses. A guild was an association or fraternity of persons engaged in
the same line of business. It differed from a trade-union in that the guild
was an association of masters and employees, whereas the trade-union is an
association of employees only.
Many of the merchant guilds grew wealthy and strong; they obtained
Royal Charters from the Crown either by direct payment or by an
arrangement to pay a special tax, or secured recognition in the borough
charters. By authority of these they were endowed with certain privileges
such as: (a) limiting the number of their own members and the number who
could participate in any line of merchandising; (b) entering into secret price
agreements and trade arrangements; (c) controlling the import and export of
wares; (d) the establishing of a court which had absolute jurisdiction over
its members and others not members engaged in the same line of business.
This court “could settle trade disputes, discipline its apprentices with the
whip if necessary, could imprison its journeymen who struck work, and
could fine its master members who acted against its rules. And, finally, the
members of the company were forbidden to appeal to any other court unless
their own court failed to obtain justice for them.”[4] Moreover, the meeting
together for social enjoyment, feasting, and worship; the helping one
another in sickness and poverty; and uniting together for the pursuit of
Page 29
some common cause, naturally brought about very close and fraternal
relations.
Craft-guilds. —Craftsmen of like occupations joined together in guilds
also and they, too, became not only numerous but very influential. They
regulated their own internal affairs and specified how many apprentices
might be entered, and under what circumstances a man might become a
journeyman or master craftsman. Numerous other guilds, social and
religious, were extant throughout Europe.
Effect upon Trade. —The merchant guilds and the craft-guilds
materially affected the production and trade of the community and country.
The merchants of Phoenicia and later of Greece and Rome are said to have
visited the British Isles to secure tin and copper. The great merchant guilds
outfitted adventures to the ends of the then known world to secure the
goods—whether they were silks, spices, furs or grain—in which they dealt.
They were instrumental in the passage of laws encouraging and securing
commerce. They themselves regulated the quality of goods dealt in. For
example the Goldsmiths’ Guild of London required that all silver and gold-
plate and jewelry manufactured within three miles of London should be
brought to the guild hall for inspection. If it did not come up to the specified
standard it was ordered remelted; if it did it received the “Hall Mark” that
anyone purchasing it might be assured of its quality. It is said the guilds
were so punctilious in the matter of quality that “Made in England” goods
received in the markets of the world a standing of the highest rank; a
reputation that never entirely disappeared, and as a consequence English
uprightness of character became proverbial.
The Domestic System. —All this made necessary the building of ships
and harbors, and the improvement of internal highways of trade, and these
in turn stimulated manufacture which as yet was carried on by hand. The
family instead of the town or guild became the unit; apprentices were
entered and kept, usually, as members of the family and worked along side
the sons and daughters of the master. As these grew to manhood their pay,
beginning with mere keep, was gradually increased with their work and
responsibility until at the end of seven years they were fitted to go forth as
journeymen and later themselves became masters. The work was done at or
near the master’s home. The raw material was usually received from a
middleman, to whom was returned the finished product; the middleman
disposed of it to the merchant who in turn sold it to the consumer.
relations.
Craft-guilds. —Craftsmen of like occupations joined together in guilds
also and they, too, became not only numerous but very influential. They
regulated their own internal affairs and specified how many apprentices
might be entered, and under what circumstances a man might become a
journeyman or master craftsman. Numerous other guilds, social and
religious, were extant throughout Europe.
Effect upon Trade. —The merchant guilds and the craft-guilds
materially affected the production and trade of the community and country.
The merchants of Phoenicia and later of Greece and Rome are said to have
visited the British Isles to secure tin and copper. The great merchant guilds
outfitted adventures to the ends of the then known world to secure the
goods—whether they were silks, spices, furs or grain—in which they dealt.
They were instrumental in the passage of laws encouraging and securing
commerce. They themselves regulated the quality of goods dealt in. For
example the Goldsmiths’ Guild of London required that all silver and gold-
plate and jewelry manufactured within three miles of London should be
brought to the guild hall for inspection. If it did not come up to the specified
standard it was ordered remelted; if it did it received the “Hall Mark” that
anyone purchasing it might be assured of its quality. It is said the guilds
were so punctilious in the matter of quality that “Made in England” goods
received in the markets of the world a standing of the highest rank; a
reputation that never entirely disappeared, and as a consequence English
uprightness of character became proverbial.
The Domestic System. —All this made necessary the building of ships
and harbors, and the improvement of internal highways of trade, and these
in turn stimulated manufacture which as yet was carried on by hand. The
family instead of the town or guild became the unit; apprentices were
entered and kept, usually, as members of the family and worked along side
the sons and daughters of the master. As these grew to manhood their pay,
beginning with mere keep, was gradually increased with their work and
responsibility until at the end of seven years they were fitted to go forth as
journeymen and later themselves became masters. The work was done at or
near the master’s home. The raw material was usually received from a
middleman, to whom was returned the finished product; the middleman
disposed of it to the merchant who in turn sold it to the consumer.
Page 30
This corresponds rather closely to what is called the “sweat shop”
method of the present time. Goods in a raw or a semi-raw state are received
by the workman from the “manufacturer” and carried home; the workman
performs, with the help of his family, certain specified operations and upon
the return of the goods is paid for his work. Or in agriculture, to the contract
method, whereby specified products such as sugar beets, sweet-corn, peas,
beans, tomatoes, fruits, and other products for manufacture, canning,
preserving, or pickling in a factory, are raised by the farmer and sold to the
manufacturer at a previously agreed-upon contract price. Under the guild
plan the manufacturer or importer sold usually to the ultimate consumer. So
the economic system was gradually growing more complex, and the
interdependence of man upon man more pronounced.
The older agricultural procedure had not entirely disappeared. Most
families cultivated land, and raised more or less stock and poultry, but
performed the work of manufacturing as a side line, as at present in the
Middle West farmers make grain and stock raising their main industry with
dairying, vegetable gardening, poultry, and eggs as mere adjuncts, although
these latter often bring in about as much money as the former. Defoe[5]
describes these methods (1724-1726) as follows:
[The land] was divided into small inclosures from two acres to six or seven each, seldom more;
every three or four pieces of land had a house belonging to them ... hardly an house standing out of a
speaking distance from another.... We could see at every house a tenter, and on almost every tenter a
piece of cloth or kersie or shaloon.... At every considerable house was a manufactury.... Every
clothier keeps one horse, at least, to carry his manufactures to the market, and everyone generally
keeps a cow or two or more for his family. By this means the small pieces of inclosed land about
each house are occupied, for they scarce sow corn enough to feed their poultry.... The houses are full
of lusty fellows, some at the dye-vat, some at the looms, others dressing the cloths, the women or
children carding or spinning, being all employed, from the youngest to the oldest.
Governmental Control. —The numerous guilds reached their zenith
during the fifteenth and sixteenth centuries and then gradually diminished
in importance. Some of them, however, still remain active in London.
During the recent World War several were engaged in welfare work. Guilds
in France were destroyed or lapsed into desuetude during the revolution,
1791-1815. Those of Spain and Portugal likewise during the revolutionary
years of 1833-40; of Austria and Germany in 1859-60 and of Italy in 1864.
Guilds, as known in Europe, never found a substantial lodging in the United
States.
method of the present time. Goods in a raw or a semi-raw state are received
by the workman from the “manufacturer” and carried home; the workman
performs, with the help of his family, certain specified operations and upon
the return of the goods is paid for his work. Or in agriculture, to the contract
method, whereby specified products such as sugar beets, sweet-corn, peas,
beans, tomatoes, fruits, and other products for manufacture, canning,
preserving, or pickling in a factory, are raised by the farmer and sold to the
manufacturer at a previously agreed-upon contract price. Under the guild
plan the manufacturer or importer sold usually to the ultimate consumer. So
the economic system was gradually growing more complex, and the
interdependence of man upon man more pronounced.
The older agricultural procedure had not entirely disappeared. Most
families cultivated land, and raised more or less stock and poultry, but
performed the work of manufacturing as a side line, as at present in the
Middle West farmers make grain and stock raising their main industry with
dairying, vegetable gardening, poultry, and eggs as mere adjuncts, although
these latter often bring in about as much money as the former. Defoe[5]
describes these methods (1724-1726) as follows:
[The land] was divided into small inclosures from two acres to six or seven each, seldom more;
every three or four pieces of land had a house belonging to them ... hardly an house standing out of a
speaking distance from another.... We could see at every house a tenter, and on almost every tenter a
piece of cloth or kersie or shaloon.... At every considerable house was a manufactury.... Every
clothier keeps one horse, at least, to carry his manufactures to the market, and everyone generally
keeps a cow or two or more for his family. By this means the small pieces of inclosed land about
each house are occupied, for they scarce sow corn enough to feed their poultry.... The houses are full
of lusty fellows, some at the dye-vat, some at the looms, others dressing the cloths, the women or
children carding or spinning, being all employed, from the youngest to the oldest.
Governmental Control. —The numerous guilds reached their zenith
during the fifteenth and sixteenth centuries and then gradually diminished
in importance. Some of them, however, still remain active in London.
During the recent World War several were engaged in welfare work. Guilds
in France were destroyed or lapsed into desuetude during the revolution,
1791-1815. Those of Spain and Portugal likewise during the revolutionary
years of 1833-40; of Austria and Germany in 1859-60 and of Italy in 1864.
Guilds, as known in Europe, never found a substantial lodging in the United
States.
Page 31
The functions of the guilds were gradually taken over by the government,
which seemed later to be a better and more satisfactory medium to control
labor, trade, and commerce. Laws were enacted in England to regulate the
entering of apprentices, to force able bodied men to serve as agricultural
laborers in case of need, and to work the roads annually. Justices of the
Peace were given authority to settle disputes and regulate wages. Foreign
trade was by laws and Royal Grants encouraged; likewise immigration of
artisans to introduce new industries, the establishment of foreign colonies
and the development of banking and insurance. Almshouses were built and
poor laws enacted to care for the old and indigent. The public roads were
still very poor but a beginning was made for their betterment. Macaulay, in
writing of the State of England in 1685,[6] has considerable to say regarding
the condition of the highways. Speaking of the lack of homogeneity among
the people he says:
There was not then the intercourse which now exists between the two classes. [The Londoner and
the rustic Englishman.] Only very great men were in the habit of dividing the year between town and
country. Few esquires came to the capital thrice in their lives. [And again], The chief cause which
made the fusion of the different elements of society so imperfect was the extreme difficulty found in
passing from place to place. Of all inventions, the alphabet and the printing press alone excepted,
those inventions which abridge distance have done most for the civilization of our species. Every
improvement of the means of locomotion benefits mankind morally and intellectually as well as
materially, and not only facilitates the interchange of the various productions of nature and art, but
tends to remove national and provincial antipathies, and to bind together all the branches of the great
human family.
[Further on], It was by the highways that both travellers and goods generally passed from place to
place; and those highways appear to have been far worse than might have been expected from the
degree of wealth and civilization which the nation had even then attained.
The degree of civilization attained was no doubt due to other things than
the public roads. Sea transportation brought to England the products of the
world. Coast transportation was well developed and river and canal
transportation had well begun. Macaulay states that
One chief cause of the badness of the roads seems to have been the defective state of the law.
Every parish was bound to repair the highways which passed through it. The peasantry were forced
to give their gratuitous labor six days in the year.... That a route connecting two great towns, which
have a large and thriving trade with each other, should be maintained at the cost of the rural
population scattered between them, is obviously unjust.
This sounds like modern arguments against paving rural roads and
charging the cost to the abutting property, and is evidently one good reason
for state and national aid.
which seemed later to be a better and more satisfactory medium to control
labor, trade, and commerce. Laws were enacted in England to regulate the
entering of apprentices, to force able bodied men to serve as agricultural
laborers in case of need, and to work the roads annually. Justices of the
Peace were given authority to settle disputes and regulate wages. Foreign
trade was by laws and Royal Grants encouraged; likewise immigration of
artisans to introduce new industries, the establishment of foreign colonies
and the development of banking and insurance. Almshouses were built and
poor laws enacted to care for the old and indigent. The public roads were
still very poor but a beginning was made for their betterment. Macaulay, in
writing of the State of England in 1685,[6] has considerable to say regarding
the condition of the highways. Speaking of the lack of homogeneity among
the people he says:
There was not then the intercourse which now exists between the two classes. [The Londoner and
the rustic Englishman.] Only very great men were in the habit of dividing the year between town and
country. Few esquires came to the capital thrice in their lives. [And again], The chief cause which
made the fusion of the different elements of society so imperfect was the extreme difficulty found in
passing from place to place. Of all inventions, the alphabet and the printing press alone excepted,
those inventions which abridge distance have done most for the civilization of our species. Every
improvement of the means of locomotion benefits mankind morally and intellectually as well as
materially, and not only facilitates the interchange of the various productions of nature and art, but
tends to remove national and provincial antipathies, and to bind together all the branches of the great
human family.
[Further on], It was by the highways that both travellers and goods generally passed from place to
place; and those highways appear to have been far worse than might have been expected from the
degree of wealth and civilization which the nation had even then attained.
The degree of civilization attained was no doubt due to other things than
the public roads. Sea transportation brought to England the products of the
world. Coast transportation was well developed and river and canal
transportation had well begun. Macaulay states that
One chief cause of the badness of the roads seems to have been the defective state of the law.
Every parish was bound to repair the highways which passed through it. The peasantry were forced
to give their gratuitous labor six days in the year.... That a route connecting two great towns, which
have a large and thriving trade with each other, should be maintained at the cost of the rural
population scattered between them, is obviously unjust.
This sounds like modern arguments against paving rural roads and
charging the cost to the abutting property, and is evidently one good reason
for state and national aid.
Page 32
However, transportation and travel continued to improve. On the main
roads “waggons” were employed to transport goods and stage coaches for
people, while pack animals and riding horses were used on less frequented
trails and roads. Four and six horses were necessary to pull a carriage or a
coach “because with a smaller number there was great danger of sticking
fast in the mire.” A diligence ran between London and Oxford in two days,
but in 1669 it was announced that the “Flying Coach would perform the
whole journey between sunrise and sunset.” The heads of the university
after solemn deliberation gave consent and the experiment proved
successful. The rival university at Cambridge, not to be outdone, set up a
diligence to run from Cambridge to London in one day. Soon flying coaches
were carrying passengers to other points. Posts were established for the
change of horses and longer distances essayed. This mode of traveling was
extolled by contemporaneous writers “as far superior to any similar vehicles
ever known in the world.” It is not to be thought that these advances in
rapid transportation were without objectors. According to Macaulay,
It was vehemently argued that this mode of conveyance would be fatal to the breed of horses and
to the noble art of horsemanship; that the Thames, which had long been an important nursery of
seamen, would cease to be the chief thoroughfare from London up to Windsor and down to
Gravesend; that saddlers and spurriers would be ruined by hundreds; that numerous inns, at which
mounted travelers had been in the habit of stopping, would be deserted, and would no longer pay any
rent; that the new carriages were too hot in summer and too cold in winter; that the passengers were
grievously annoyed by invalids and crying children; that the coach sometimes reached the inn so late
that it was impossible to get supper, and sometimes started so early that it was impossible to get
breakfast.
Objections of this character have been made against every innovation and
advancement in travel and transportation to the present day when the air-
plane is beginning to attract notice as an economic vehicle. Laws were then
demanded and passed, as they are now, to regulate power and speed,
accommodations and rates, and multifarious other things which might affect
the privileges or profits of those interested in older methods, as well as laws
for the protection and safety of the general public.
Agriculture. —It might be thought that the agriculture of the preceding
stage of development might wane. But not so; with the division of labor and
improved transportation and marketing facilities agriculture received a great
impetus. Larger tracts were farmed by the individual. Growing crops and
stock became more of a business and from the lords of the manor was
evolved the landed aristocracy of the country. To be sure, there were holders
roads “waggons” were employed to transport goods and stage coaches for
people, while pack animals and riding horses were used on less frequented
trails and roads. Four and six horses were necessary to pull a carriage or a
coach “because with a smaller number there was great danger of sticking
fast in the mire.” A diligence ran between London and Oxford in two days,
but in 1669 it was announced that the “Flying Coach would perform the
whole journey between sunrise and sunset.” The heads of the university
after solemn deliberation gave consent and the experiment proved
successful. The rival university at Cambridge, not to be outdone, set up a
diligence to run from Cambridge to London in one day. Soon flying coaches
were carrying passengers to other points. Posts were established for the
change of horses and longer distances essayed. This mode of traveling was
extolled by contemporaneous writers “as far superior to any similar vehicles
ever known in the world.” It is not to be thought that these advances in
rapid transportation were without objectors. According to Macaulay,
It was vehemently argued that this mode of conveyance would be fatal to the breed of horses and
to the noble art of horsemanship; that the Thames, which had long been an important nursery of
seamen, would cease to be the chief thoroughfare from London up to Windsor and down to
Gravesend; that saddlers and spurriers would be ruined by hundreds; that numerous inns, at which
mounted travelers had been in the habit of stopping, would be deserted, and would no longer pay any
rent; that the new carriages were too hot in summer and too cold in winter; that the passengers were
grievously annoyed by invalids and crying children; that the coach sometimes reached the inn so late
that it was impossible to get supper, and sometimes started so early that it was impossible to get
breakfast.
Objections of this character have been made against every innovation and
advancement in travel and transportation to the present day when the air-
plane is beginning to attract notice as an economic vehicle. Laws were then
demanded and passed, as they are now, to regulate power and speed,
accommodations and rates, and multifarious other things which might affect
the privileges or profits of those interested in older methods, as well as laws
for the protection and safety of the general public.
Agriculture. —It might be thought that the agriculture of the preceding
stage of development might wane. But not so; with the division of labor and
improved transportation and marketing facilities agriculture received a great
impetus. Larger tracts were farmed by the individual. Growing crops and
stock became more of a business and from the lords of the manor was
evolved the landed aristocracy of the country. To be sure, there were holders
Page 33
who cultivated their own soil, but much was held upon leaseholds for short
or long periods. Many still lived in the villages where “commons” were laid
out for the pasturage of the few cows each family needed for its own milk.
Farms were divided by hedges into fields or closes, the amount of land
depending upon the rent. The “Book of Surveying,” by Fitzherbert, 1539,
gives reasons for such closes and explains the manner of laying them out so
that they shall be most convenient and together. The following is a
specimen of his style:
Now every husband hath sixe severall closes whereof iii. be for corne, the fourthe for his leyse, the
fyfthe for his commen pastures, and the sixte for his haye; and in wynter time there is but one
occupied with corne, and then hath the husbande other fyue to occupy tyll lent come, and then he that
hath his falowe felde, his ley felde, and his pasture felde al sommer, and when he hath mowen his
medowe then he hath his medowe grounde, soo that if he hath any weyke catel that wold be
amended, or dyvers maner of catel, he may put them in any close he wyll, the which is a great
advantage; and if all should lye commen, then wolde the edyche of the corne feldes and the aftermath
of all the medowes be eaten in X or XII dayes. And the rych men that hath moche catel wold have the
advantage, and the poore man can have no helpe nor relefe in wynter when he hath most nede; ... and
if any of his thre closes that he hath for his corne be worn or ware bare, then he may breke and plowe
up his close that he had for his layse, or the close that he had for his commen pasture, or bothe, and
sowe them with corne and let the other lye for a time, and so shall he have always reist grounds, the
which will bear moche corne, with lytel donge; and also he shall have a great profyte of the wod in
the hedges when it is growen; and not only these profytes and advantages aforesaid but he shall save
moche more than al these, for by reason of these closes he shall save meate drinke, and wages of a
shepherde, the wages of the heerdmen, and the wages of the swineherde, the which may fortune to be
as chargeable as all his holle rent; and also his corne shall be better saved from eatings or destroying
with catel.
Later the system of crop rotation came into vogue resulting in great
improvement in the fertility of the soil.
In the same author’s “Book of Husbandry,” 1534, are described farm
tools and their uses. There are explanations to show where a “horse plow” is
better and where an “oxen plow.” It indicates that beans, peas, wheat,
barley, and oats are common crops, and that some vegetables and root-crops
were coming into use. Wheat was probably sowed after plowing up a
pasture or “fallowe” field, for he observes,
the greater clottes (clods) the better wheate, for the clottes kepe the wheate warm all wynter; and at
march they will melte and breake and fae in many small peces, the which is a new donynge and
refreshynge of the corne.
The industries and arts of transportation continued to develop: ocean
craft, especially, became more numerous and more efficient. Learning and
or long periods. Many still lived in the villages where “commons” were laid
out for the pasturage of the few cows each family needed for its own milk.
Farms were divided by hedges into fields or closes, the amount of land
depending upon the rent. The “Book of Surveying,” by Fitzherbert, 1539,
gives reasons for such closes and explains the manner of laying them out so
that they shall be most convenient and together. The following is a
specimen of his style:
Now every husband hath sixe severall closes whereof iii. be for corne, the fourthe for his leyse, the
fyfthe for his commen pastures, and the sixte for his haye; and in wynter time there is but one
occupied with corne, and then hath the husbande other fyue to occupy tyll lent come, and then he that
hath his falowe felde, his ley felde, and his pasture felde al sommer, and when he hath mowen his
medowe then he hath his medowe grounde, soo that if he hath any weyke catel that wold be
amended, or dyvers maner of catel, he may put them in any close he wyll, the which is a great
advantage; and if all should lye commen, then wolde the edyche of the corne feldes and the aftermath
of all the medowes be eaten in X or XII dayes. And the rych men that hath moche catel wold have the
advantage, and the poore man can have no helpe nor relefe in wynter when he hath most nede; ... and
if any of his thre closes that he hath for his corne be worn or ware bare, then he may breke and plowe
up his close that he had for his layse, or the close that he had for his commen pasture, or bothe, and
sowe them with corne and let the other lye for a time, and so shall he have always reist grounds, the
which will bear moche corne, with lytel donge; and also he shall have a great profyte of the wod in
the hedges when it is growen; and not only these profytes and advantages aforesaid but he shall save
moche more than al these, for by reason of these closes he shall save meate drinke, and wages of a
shepherde, the wages of the heerdmen, and the wages of the swineherde, the which may fortune to be
as chargeable as all his holle rent; and also his corne shall be better saved from eatings or destroying
with catel.
Later the system of crop rotation came into vogue resulting in great
improvement in the fertility of the soil.
In the same author’s “Book of Husbandry,” 1534, are described farm
tools and their uses. There are explanations to show where a “horse plow” is
better and where an “oxen plow.” It indicates that beans, peas, wheat,
barley, and oats are common crops, and that some vegetables and root-crops
were coming into use. Wheat was probably sowed after plowing up a
pasture or “fallowe” field, for he observes,
the greater clottes (clods) the better wheate, for the clottes kepe the wheate warm all wynter; and at
march they will melte and breake and fae in many small peces, the which is a new donynge and
refreshynge of the corne.
The industries and arts of transportation continued to develop: ocean
craft, especially, became more numerous and more efficient. Learning and
Page 34
art grew in harmony as the intercourse of the peoples of the country and of
the world increased.
The Industrial Stage. —This stage of economical civilization, while
brought about gradually through many years as factories and special work
shops came into existence, was nevertheless greatly accelerated by the
inventions of the eighteenth and nineteenth centuries. The invention of the
canal lock (it is a disputed question whether in Holland or in Italy) in the
fourteenth century had made practicable the building of many canals
throughout Europe, one of the largest across France connecting the Bay of
Biscay with the Mediterranean Sea. However, the building of important
commercial canals began in England with the Bridgewater Canal from
Worsley to Manchester, completed in 1767. Green[7] tells us that the main
roads which lasted fairly well through the middle ages had broken down
under the increased production of the eighteenth century. That the new lines
of trades lay along “mere country lanes”; that much of the woolen trade had
to be carried on long trains of pack animals at a large cost; that
transportation “in the case of heavier goods such as coal distribution was
almost impracticable save along the greater rivers.” In fact coal was
ordinarily referred to as “sea coal” because it was brought to most ports by
water routes. The Duke of Bridgewater and a young engineer of the name of
Brindley solved the problem of transportation for the time being by
beginning the great network of canals which later covered England to the
extent of more than 3000 miles. Too great praise cannot be given to the
engineers and constructors of these canals. Brindley considered canals not
as adjuncts of rivers and bays, on the contrary “rivers were only meant,” he
said, “to feed canals.” He carried this canal by means of an aqueduct over
the river to Manchester, thus bringing the coal to a new thriving
manufacturing city. Green further says (Paragraph 1528)
To English trade the canal opened up the richest of all markets, the market of England itself. Every
part of the country was practically thrown open to the manufacturer; and the impulse which was
given by this facility of carriage was at once felt in a vast development of production. But such a
development would have been impossible had not the discovery of this new mode of distribution
been accompanied by the discovery of a new productive force. In the coal which lay beneath her soil
England possessed a store of force which had hitherto remained almost useless.
Not the least were the new methods of smelting iron with coal instead of
wood, which changed the whole aspect of the iron trade and which made
Great Britain for many years the workshop of the world. Lead, copper, and
the world increased.
The Industrial Stage. —This stage of economical civilization, while
brought about gradually through many years as factories and special work
shops came into existence, was nevertheless greatly accelerated by the
inventions of the eighteenth and nineteenth centuries. The invention of the
canal lock (it is a disputed question whether in Holland or in Italy) in the
fourteenth century had made practicable the building of many canals
throughout Europe, one of the largest across France connecting the Bay of
Biscay with the Mediterranean Sea. However, the building of important
commercial canals began in England with the Bridgewater Canal from
Worsley to Manchester, completed in 1767. Green[7] tells us that the main
roads which lasted fairly well through the middle ages had broken down
under the increased production of the eighteenth century. That the new lines
of trades lay along “mere country lanes”; that much of the woolen trade had
to be carried on long trains of pack animals at a large cost; that
transportation “in the case of heavier goods such as coal distribution was
almost impracticable save along the greater rivers.” In fact coal was
ordinarily referred to as “sea coal” because it was brought to most ports by
water routes. The Duke of Bridgewater and a young engineer of the name of
Brindley solved the problem of transportation for the time being by
beginning the great network of canals which later covered England to the
extent of more than 3000 miles. Too great praise cannot be given to the
engineers and constructors of these canals. Brindley considered canals not
as adjuncts of rivers and bays, on the contrary “rivers were only meant,” he
said, “to feed canals.” He carried this canal by means of an aqueduct over
the river to Manchester, thus bringing the coal to a new thriving
manufacturing city. Green further says (Paragraph 1528)
To English trade the canal opened up the richest of all markets, the market of England itself. Every
part of the country was practically thrown open to the manufacturer; and the impulse which was
given by this facility of carriage was at once felt in a vast development of production. But such a
development would have been impossible had not the discovery of this new mode of distribution
been accompanied by the discovery of a new productive force. In the coal which lay beneath her soil
England possessed a store of force which had hitherto remained almost useless.
Not the least were the new methods of smelting iron with coal instead of
wood, which changed the whole aspect of the iron trade and which made
Great Britain for many years the workshop of the world. Lead, copper, and
Page 35
tin were also mined and smelted by the use of coal. The great advance of
the “industrial revolution” did not come until Watt’s improvements upon the
steam engines of Newcomen, Cawley, and Savery, which were themselves
improvements over earlier inventions of Papin, della Porta, and Worcester,
made practicable the transfer of energy stored up in coal to the movement
of machinery. He changed the steam engine from a clumsy, wasteful,
inefficient machine into a workable apparatus little differing from the
reciprocating steam engines of the present. Up until the successful operation
of the turbine engine, the principal advances upon Watt’s engine were mere
details, though often of great importance. For instance the boilers for the
generation of steam were improved; the enlarged application of the
principle of expansion, developing better cut-off mechanisms and
governors, to more economical construction due to better facilities and
better knowledge of materials and their properties; and to the application of
the steam engine in locomotives to propel transportation cars.
Watt’s claims and specifications for patents from 1769 to 1784 cover
such inventions as:
1. Methods of keeping the cylinder or steam vessel hot by covering it
with wood or other slow heat-conducting materials, by surrounding it with
steam or other heated bodies, and by suffering no water or other substance
colder than steam to touch it.
2. By condensing the steam in vessels entirely distinct from the cylinder,
called condensers, which are to be kept cool.
3. By drawing out of the condenser all uncondensed vapors or gases by
means of an air pump.
4. The use of the expansion force of steam directly against the cylinder.
5. The double-acting engine and the conversion of the reciprocating
motion into a circular motion.[8]
6. Throttle valve with governor and gear for operating the same, parallel
motion for opening and closing the valves, and indicator.
These inventions not only made it possible to replace hand-labor often
with machines, but made it possible to construct machines much more
rapidly and to make them in every way more convenient.
Improvement in the arts of spinning and weaving caused the textile
establishments and population of north England to go forward by leaps and
bounds.
the “industrial revolution” did not come until Watt’s improvements upon the
steam engines of Newcomen, Cawley, and Savery, which were themselves
improvements over earlier inventions of Papin, della Porta, and Worcester,
made practicable the transfer of energy stored up in coal to the movement
of machinery. He changed the steam engine from a clumsy, wasteful,
inefficient machine into a workable apparatus little differing from the
reciprocating steam engines of the present. Up until the successful operation
of the turbine engine, the principal advances upon Watt’s engine were mere
details, though often of great importance. For instance the boilers for the
generation of steam were improved; the enlarged application of the
principle of expansion, developing better cut-off mechanisms and
governors, to more economical construction due to better facilities and
better knowledge of materials and their properties; and to the application of
the steam engine in locomotives to propel transportation cars.
Watt’s claims and specifications for patents from 1769 to 1784 cover
such inventions as:
1. Methods of keeping the cylinder or steam vessel hot by covering it
with wood or other slow heat-conducting materials, by surrounding it with
steam or other heated bodies, and by suffering no water or other substance
colder than steam to touch it.
2. By condensing the steam in vessels entirely distinct from the cylinder,
called condensers, which are to be kept cool.
3. By drawing out of the condenser all uncondensed vapors or gases by
means of an air pump.
4. The use of the expansion force of steam directly against the cylinder.
5. The double-acting engine and the conversion of the reciprocating
motion into a circular motion.[8]
6. Throttle valve with governor and gear for operating the same, parallel
motion for opening and closing the valves, and indicator.
These inventions not only made it possible to replace hand-labor often
with machines, but made it possible to construct machines much more
rapidly and to make them in every way more convenient.
Improvement in the arts of spinning and weaving caused the textile
establishments and population of north England to go forward by leaps and
bounds.
Page 36
Previous to the invention of the “fly shuttle” in 1733 by John Kay of
Bury, the weaver had to throw the shuttle through the warp by hand.
Weaving became much more rapid; also by having several shuttles with
different-colored yarn stripes and checks could be woven into the cloth.
Since weaving had been made quicker and easier there came a demand for
more yarn. Three separate inventions satisfied this, viz., James Hargreaves
of Blackburn invented his “jenny” about 1767, by which eight threads could
be spun at once. At the same time Richard Arkwright, a barber of Preston,
invented and developed the throstle spinning frame (1769-1775). Samuel
Crompton, about 1775, invented his spinning “mule,” which seemed to
combine the good principles of the others. Power was applied to spinning
about 1785 and then it was weaving that needed accelerating. To Cartwright
in 1784 is ascribed the honor of inventing the power loom. Other inventions
for both spinning and weaving have made almost automatic the running of
thousands of spindles and hundreds of looms in a single factory.
Railways Developed. —With power manufacturing and increased
production due to the adoption of improved factory systems came still
greater demand for transportation. Tramways had already been laid in 1676
for transporting coal from the mines to the sea. The rails were first made of
scantling laid in the wheel ruts, then of straight rails of oak on which “one
horse would draw from four or five chaldrons of coal.” Later (1765) cast-
iron trammels 5 feet long by 4 inches wide were nailed to the wooden rails.
These trammels collected dust, therefore in 1789 Jessop laid down at
Loughborough cast-iron edge-rails and put a flanged wheel on the waggon.
The rails were also placed on chairs and sleepers (ties), the first instance of
this method. The distance apart of the rails was 4 feet 81⁄2 inches, what is
now known as “standard gauge.” The success of these coal roads suggested
tramways for freight and for passenger transportation between the larger
towns. The canals had become congested with much traffic; it is said that
notwithstanding there were three between Liverpool and Manchester the
merchandise passing “did not average more than 1200 tons daily.” The
average rate of carriage was 18s. ($4.37) per ton, and the average time of
transit on the 50 miles of canal was thirty-six hours. The conveyance of
passengers by the improved coach roads, was, for then, quite rapid but
rather expensive.
Some experimental locomotives had been made and used in the mining
regions. Their success led to the building of others. The Stockton and
Bury, the weaver had to throw the shuttle through the warp by hand.
Weaving became much more rapid; also by having several shuttles with
different-colored yarn stripes and checks could be woven into the cloth.
Since weaving had been made quicker and easier there came a demand for
more yarn. Three separate inventions satisfied this, viz., James Hargreaves
of Blackburn invented his “jenny” about 1767, by which eight threads could
be spun at once. At the same time Richard Arkwright, a barber of Preston,
invented and developed the throstle spinning frame (1769-1775). Samuel
Crompton, about 1775, invented his spinning “mule,” which seemed to
combine the good principles of the others. Power was applied to spinning
about 1785 and then it was weaving that needed accelerating. To Cartwright
in 1784 is ascribed the honor of inventing the power loom. Other inventions
for both spinning and weaving have made almost automatic the running of
thousands of spindles and hundreds of looms in a single factory.
Railways Developed. —With power manufacturing and increased
production due to the adoption of improved factory systems came still
greater demand for transportation. Tramways had already been laid in 1676
for transporting coal from the mines to the sea. The rails were first made of
scantling laid in the wheel ruts, then of straight rails of oak on which “one
horse would draw from four or five chaldrons of coal.” Later (1765) cast-
iron trammels 5 feet long by 4 inches wide were nailed to the wooden rails.
These trammels collected dust, therefore in 1789 Jessop laid down at
Loughborough cast-iron edge-rails and put a flanged wheel on the waggon.
The rails were also placed on chairs and sleepers (ties), the first instance of
this method. The distance apart of the rails was 4 feet 81⁄2 inches, what is
now known as “standard gauge.” The success of these coal roads suggested
tramways for freight and for passenger transportation between the larger
towns. The canals had become congested with much traffic; it is said that
notwithstanding there were three between Liverpool and Manchester the
merchandise passing “did not average more than 1200 tons daily.” The
average rate of carriage was 18s. ($4.37) per ton, and the average time of
transit on the 50 miles of canal was thirty-six hours. The conveyance of
passengers by the improved coach roads, was, for then, quite rapid but
rather expensive.
Some experimental locomotives had been made and used in the mining
regions. Their success led to the building of others. The Stockton and
Page 37
Darlington Railway opened in September, 1825, by a train of thirty-four
vehicles, making a gross load of 90 tons, drawn by one engine driven by
George Stephenson, with a signal man on horseback in advance. The train
made at times as high as 15 miles per hour. The rail used weighed 28
pounds per yard. This road was intended entirely for freight but the demand
of the people to ride was so pressing that a passenger coach to carry six
inside and fifteen to twenty outside was put on to make the round trip in
two hours at a fare of one shilling.
When the bill passed for the Liverpool and Manchester Railway in 1826
Stephenson was appointed engineer in charge at a salary of $5000 per year.
This road made a great impression on the national mind, no little enhanced
by the competition of locomotives at its completion in 1829, resulting in the
victory of Stephenson’s engine the “Rocket.” It made the then astonishing
speed of 35 miles per hour and proved conclusively the practicability of
railway locomotion.
To follow the progress of industry during the nineteenth and twentieth
centuries would require volumes. More has probably been accomplished,
not without evils at times, than in the whole preceding history of the world.
And as no small part of these accomplishments are the means and amount
of travel and traffic and associated developments and organization made
necessary by the vast industries which now supply the world’s wants, once
more it may be asserted that the civilization of the world can be measured
by its transportation.
Some Historic Roads and Their Influence. —In the brief survey of the
stages through which ordinarily a civilization passes note has frequently
been made that as the world progresses so does the necessary transportation
increase and improve in character. It is not contended that civilization
follows the improvement of transportation, although that is no doubt
sometimes the case, but that the state of transportation follows up and down
with the state of civilization. Very likely the same could be truthfully said of
other elements of civilization such as literature, art, religion, and
government. Or even if there be applied Guizot’s three tests of a civilized
people: “First, they review their pledges and honor; second, they reverence
and pursue the beautiful in painting, architecture, and literature; third, they
exhibit sympathy in reform toward the poor, the weak and the unfortunate,”
it will be found that those nations most progressed in traffic and travel will
rank highest in these tests.
vehicles, making a gross load of 90 tons, drawn by one engine driven by
George Stephenson, with a signal man on horseback in advance. The train
made at times as high as 15 miles per hour. The rail used weighed 28
pounds per yard. This road was intended entirely for freight but the demand
of the people to ride was so pressing that a passenger coach to carry six
inside and fifteen to twenty outside was put on to make the round trip in
two hours at a fare of one shilling.
When the bill passed for the Liverpool and Manchester Railway in 1826
Stephenson was appointed engineer in charge at a salary of $5000 per year.
This road made a great impression on the national mind, no little enhanced
by the competition of locomotives at its completion in 1829, resulting in the
victory of Stephenson’s engine the “Rocket.” It made the then astonishing
speed of 35 miles per hour and proved conclusively the practicability of
railway locomotion.
To follow the progress of industry during the nineteenth and twentieth
centuries would require volumes. More has probably been accomplished,
not without evils at times, than in the whole preceding history of the world.
And as no small part of these accomplishments are the means and amount
of travel and traffic and associated developments and organization made
necessary by the vast industries which now supply the world’s wants, once
more it may be asserted that the civilization of the world can be measured
by its transportation.
Some Historic Roads and Their Influence. —In the brief survey of the
stages through which ordinarily a civilization passes note has frequently
been made that as the world progresses so does the necessary transportation
increase and improve in character. It is not contended that civilization
follows the improvement of transportation, although that is no doubt
sometimes the case, but that the state of transportation follows up and down
with the state of civilization. Very likely the same could be truthfully said of
other elements of civilization such as literature, art, religion, and
government. Or even if there be applied Guizot’s three tests of a civilized
people: “First, they review their pledges and honor; second, they reverence
and pursue the beautiful in painting, architecture, and literature; third, they
exhibit sympathy in reform toward the poor, the weak and the unfortunate,”
it will be found that those nations most progressed in traffic and travel will
rank highest in these tests.
Page 38
Early Highways. —To return to some of the important earlier highways.
All evidence seems to indicate that civilization had its origin in western
Asia. Early history speaks of the civilization and culture of Arabia and
Egypt, of Assyria and Persia. Coeval with these civilizations were trade and
commerce. Great caravans of camels traversed the sandy highway with their
accompanying merchants carrying many products of many lands—
frankincense and myrrh from Arabia; cloths and carpets from Babylon and
Sardis; shawls from Cashmere; leather from Cordavan and Morocco; tin,
copper, gold, and silver utensils from Phœnicia; pearls from the Far East;
and grain and other agricultural products nourished and grown by the
beneficence of the great mother Nile. The extensive civilizations of these
countries are handed down stingily by cuneiform inscriptions on clay
tablets scattered here and there among the ruins of their ancient towns and
villages, or inscribed upon granite mountain sides as historical memoranda
for future generations. Even Holy Writ says little about roads and highways,
but that they were known is evident from the few references made. Those
things which are commonplace often receive least attention by writers. In
Isaiah, 35:8, may be read: “And a highway shall be there, and a way, and it
shall be called the way of holyness ... the wayfaring men, though fools,
shall not err therein.” And again, Isa. 40:3-4, “The voice of him that cryeth
in the wilderness, prepare ye the way of the Lord, make straight in the
desert a highway for our God. Every valley shall be exalted, and every
mountain and hill shall be made low: and the crooked shall be made straight
and the rough places plain.” These would certainly indicate that in Isaiah’s
time there were both travelers and roads marked and graded. Isaiah in other
places shows that he, if not himself a road builder, is familiar with that
process: Isa. 57:14, “And shall say, cast ye up, cast ye up, prepare the way
take up the stumbling block out of the way of my people.” Isa. 62:10,
“Prepare ye the way of the people; cast up, cast up the highway; gather out
the stones; lift up a standard for the people.” Also Jeremiah likens the path
of the wicked to an ungraded road. Jeremiah 18:15, “Because my people
have forgotten me, they have burned incense to vanity, they have caused
them to stumble in their ways from the ancient paths, to walk in paths, in a
way not cast up.”
The trade along the eastern coast of the Mediterranean and across
Palestine and the great Arabian deserts to Persia, to Babylonia, and possibly
to India was evidently of importance to the fluctuating destinies of Egypt
All evidence seems to indicate that civilization had its origin in western
Asia. Early history speaks of the civilization and culture of Arabia and
Egypt, of Assyria and Persia. Coeval with these civilizations were trade and
commerce. Great caravans of camels traversed the sandy highway with their
accompanying merchants carrying many products of many lands—
frankincense and myrrh from Arabia; cloths and carpets from Babylon and
Sardis; shawls from Cashmere; leather from Cordavan and Morocco; tin,
copper, gold, and silver utensils from Phœnicia; pearls from the Far East;
and grain and other agricultural products nourished and grown by the
beneficence of the great mother Nile. The extensive civilizations of these
countries are handed down stingily by cuneiform inscriptions on clay
tablets scattered here and there among the ruins of their ancient towns and
villages, or inscribed upon granite mountain sides as historical memoranda
for future generations. Even Holy Writ says little about roads and highways,
but that they were known is evident from the few references made. Those
things which are commonplace often receive least attention by writers. In
Isaiah, 35:8, may be read: “And a highway shall be there, and a way, and it
shall be called the way of holyness ... the wayfaring men, though fools,
shall not err therein.” And again, Isa. 40:3-4, “The voice of him that cryeth
in the wilderness, prepare ye the way of the Lord, make straight in the
desert a highway for our God. Every valley shall be exalted, and every
mountain and hill shall be made low: and the crooked shall be made straight
and the rough places plain.” These would certainly indicate that in Isaiah’s
time there were both travelers and roads marked and graded. Isaiah in other
places shows that he, if not himself a road builder, is familiar with that
process: Isa. 57:14, “And shall say, cast ye up, cast ye up, prepare the way
take up the stumbling block out of the way of my people.” Isa. 62:10,
“Prepare ye the way of the people; cast up, cast up the highway; gather out
the stones; lift up a standard for the people.” Also Jeremiah likens the path
of the wicked to an ungraded road. Jeremiah 18:15, “Because my people
have forgotten me, they have burned incense to vanity, they have caused
them to stumble in their ways from the ancient paths, to walk in paths, in a
way not cast up.”
The trade along the eastern coast of the Mediterranean and across
Palestine and the great Arabian deserts to Persia, to Babylonia, and possibly
to India was evidently of importance to the fluctuating destinies of Egypt
Page 39
and Assyria, and later of Greece, Rome, and Turkey; so much so, that many
wars were waged for the control of the great highway over which it passed.
Palestine became a territory of importance. It is said Jerusalem has suffered
some three score sieges, most of them because she dominated this highway,
being at or near the confluence of its forks reaching east into the deserts,
north toward the straits over which a crossing could be made into Europe,
and southward to Egypt. Egypt and Assyria fought for its control; Greece
and Rome in turn came into possession of it; Turkey and the Mohammedans
for centuries monopolized it; and the recent great World War was no doubt
accentuated by the cupidity of Germany to control a long line of
transportation through Austria-Hungary, Bulgaria, Turkey, Mesopotamia to
Persia, Baluchistan and India.[9]
Alexander the Great overran the East, besieged Tyre, and converted an
island into an isthmus in order to secure and hold control of the highway
and the rich bounty imagined to be at its farther end. “Babylon is a ruin, a
stately and solitary group of palms marks where Memphis stood, jackals
slake their thirst in the waters of the sacred lake by the hall of a thousand
columns at Thebes, but the road that formed the nexus between these
vanished civilizations remains after the winds of four millenniums have
sighed themselves to silence over the graves of its forgotten architects and
engineers.”[10]
But the Greater Greece, built up by the personality and sword of
Alexander the Great, fell, largely, because of the lack of roads. The very
name of Alexander was sufficient to subdue city after city, but as soon as
his personal influence was at an end the cities fell apart. Here was a
wonderful opportunity. With magnificent natural-made waterways, with
innumerable safe harbors what a chance for commerce, for trade with the
entire world. The islands of the Aegean Sea were stepping stones to Asia
Minor; Macedonia furnished an open route for the Bosphorus and
Dardanelles; Thrace led to those fertile lands surrounding the Black Sea and
extending away to the Caspian and joining once more with empire already
conquered. On the west there was close at hand the islands of, and land
bordering, the Adriatic, the great Italian boot, and Sicily where new
civilizations were ready to rise and take on Greek culture for the mere
offering. It would seem as though Greece ought to have become the
fostering mother of world colonization, but the different parts of Greece
proper, where the real mental ability lay, were separated by lack of roads
wars were waged for the control of the great highway over which it passed.
Palestine became a territory of importance. It is said Jerusalem has suffered
some three score sieges, most of them because she dominated this highway,
being at or near the confluence of its forks reaching east into the deserts,
north toward the straits over which a crossing could be made into Europe,
and southward to Egypt. Egypt and Assyria fought for its control; Greece
and Rome in turn came into possession of it; Turkey and the Mohammedans
for centuries monopolized it; and the recent great World War was no doubt
accentuated by the cupidity of Germany to control a long line of
transportation through Austria-Hungary, Bulgaria, Turkey, Mesopotamia to
Persia, Baluchistan and India.[9]
Alexander the Great overran the East, besieged Tyre, and converted an
island into an isthmus in order to secure and hold control of the highway
and the rich bounty imagined to be at its farther end. “Babylon is a ruin, a
stately and solitary group of palms marks where Memphis stood, jackals
slake their thirst in the waters of the sacred lake by the hall of a thousand
columns at Thebes, but the road that formed the nexus between these
vanished civilizations remains after the winds of four millenniums have
sighed themselves to silence over the graves of its forgotten architects and
engineers.”[10]
But the Greater Greece, built up by the personality and sword of
Alexander the Great, fell, largely, because of the lack of roads. The very
name of Alexander was sufficient to subdue city after city, but as soon as
his personal influence was at an end the cities fell apart. Here was a
wonderful opportunity. With magnificent natural-made waterways, with
innumerable safe harbors what a chance for commerce, for trade with the
entire world. The islands of the Aegean Sea were stepping stones to Asia
Minor; Macedonia furnished an open route for the Bosphorus and
Dardanelles; Thrace led to those fertile lands surrounding the Black Sea and
extending away to the Caspian and joining once more with empire already
conquered. On the west there was close at hand the islands of, and land
bordering, the Adriatic, the great Italian boot, and Sicily where new
civilizations were ready to rise and take on Greek culture for the mere
offering. It would seem as though Greece ought to have become the
fostering mother of world colonization, but the different parts of Greece
proper, where the real mental ability lay, were separated by lack of roads
Page 40
from each other. Athens was potentially nearer to the Black Sea than to
Sparta; Corinth was nearer Sicily than to Macedonia. The many Grecian
tribes were distinct, having different laws, customs and manners.
Intercourse, which could have been brought about had there been
interconnecting roads, was necessary to weld the people into a
homogeneous mass. Sparta and Athens, less than an hour apart by modern
air-plane, because of the mountains, roadless and almost pathless between
them, barriers which they failed to surmount, developed different forms of
civilization, different thought, habits, and tastes. To Athens the world owes
an everlasting debt for masterpieces in poetry, oratory, architecture, and
sculpture. “There was no Spartan sculpture, no Laconian painter, no
Lacedaemonian poet.” The lack of intercommunication caused differences
in language, in customs, in ideals, and in manners, making of Greece a
heterogeneous conglomeration of tribes where internecine strife was ever
present, and no strong centralized government could exist. Lucky for the
best of the Greek civilization that it would be carried to the ends of the
world by the roads of a young giant which was arising in the west.
Roman Roads. —The roads in Rome bore such a prominent part in the
civilization that they could not be entirely overlooked by contemporaneous
writers. The roads are often described as military roads because they were
primarily planned to transport soldiers quickly and easily to any desirable
part of the empire. But no doubt the greatness of Rome was due more to the
traffic in goods and people brought to and taken away from her precincts by
these roads than to military prowess. Her roads were the arteries and veins
through which the life blood of the nation pulsated; were the sensory and
motive nerves which fetched and carried intelligence, which prompted
action. She received and she disseminated. She was the hub of the universe,
her roads the spokes radiating to and holding together the limits of her vast
domain.
Sparta; Corinth was nearer Sicily than to Macedonia. The many Grecian
tribes were distinct, having different laws, customs and manners.
Intercourse, which could have been brought about had there been
interconnecting roads, was necessary to weld the people into a
homogeneous mass. Sparta and Athens, less than an hour apart by modern
air-plane, because of the mountains, roadless and almost pathless between
them, barriers which they failed to surmount, developed different forms of
civilization, different thought, habits, and tastes. To Athens the world owes
an everlasting debt for masterpieces in poetry, oratory, architecture, and
sculpture. “There was no Spartan sculpture, no Laconian painter, no
Lacedaemonian poet.” The lack of intercommunication caused differences
in language, in customs, in ideals, and in manners, making of Greece a
heterogeneous conglomeration of tribes where internecine strife was ever
present, and no strong centralized government could exist. Lucky for the
best of the Greek civilization that it would be carried to the ends of the
world by the roads of a young giant which was arising in the west.
Roman Roads. —The roads in Rome bore such a prominent part in the
civilization that they could not be entirely overlooked by contemporaneous
writers. The roads are often described as military roads because they were
primarily planned to transport soldiers quickly and easily to any desirable
part of the empire. But no doubt the greatness of Rome was due more to the
traffic in goods and people brought to and taken away from her precincts by
these roads than to military prowess. Her roads were the arteries and veins
through which the life blood of the nation pulsated; were the sensory and
motive nerves which fetched and carried intelligence, which prompted
action. She received and she disseminated. She was the hub of the universe,
her roads the spokes radiating to and holding together the limits of her vast
domain.
Page 41
Page 42
© Underwood and Underwood
THE APPIAN WAY
Showing the original Paving Stones laid 300 b.c.
How many roads Rome built it is difficult to state, for they were found in
all parts of the empire. Some, as those in Italy, were very carefully and
substantially built; others less so, grading down to mere trails in the
hintermost districts. The Via Egnatia, which was one of the important
provincial roads, is said by Strabo to have been regularly laid out and
marked by milestones from Dyrrhacium, (Durazzo) on the coast of the
Adriatic across from the heel of Italy’s boot through Thessalonica (Saloniki)
and Philippi to Cypselus on the Hebnis and later to the Hellespont, for
Cicero speaks of “that military way of ours which connects us with the
Hellespont.” This road became historic as the scene of the conflict between
the friends and enemies of the decaying Roman republic. Brutus and
Cassius on the one hand here in 42 b.c., met the forces of Antony and
Octavius. There tradition states the ghost of the dead Caesar met Brutus,
and as a matter of fact, the “liberators” were cut to pieces in two
engagements. Brutus and Cassius, believing the cause of the republic lost,
both committed suicide, and the Roman world was soon thereafter in the
hands of two masters—Antony in the East and Octavius in the West. Three
centuries later this road became the leading highway to Byzantium
(Constantinople), the great city founded by Constantine, impregnable in its
rocky seclusion, dominating the waterway to the Black Sea and the rich
agricultural land beyond.
Some twenty of these roads, more if their branches be counted,
concentrated at the Eternal City and passed through her several gates. Rome
could sit on her seven hills and by means of these roads rule the world.
Among the most important of these were the Via Appia, Via Flaminia and
Via Aemilia, Via Aurelia, Via Ostiensis, and Via Latina. One peculiarity of
these Roman roads was their straightness, passing almost in a direct line
between determining points. Another, to which is due their durability, was
their massiveness. Their general construction may be described as follows:
The line of direction having been laid out trenches were made along each
side defining the width, which was from 13 to 17 feet. The loose earth
between was excavated to secure a firm foundation and the road was then
THE APPIAN WAY
Showing the original Paving Stones laid 300 b.c.
How many roads Rome built it is difficult to state, for they were found in
all parts of the empire. Some, as those in Italy, were very carefully and
substantially built; others less so, grading down to mere trails in the
hintermost districts. The Via Egnatia, which was one of the important
provincial roads, is said by Strabo to have been regularly laid out and
marked by milestones from Dyrrhacium, (Durazzo) on the coast of the
Adriatic across from the heel of Italy’s boot through Thessalonica (Saloniki)
and Philippi to Cypselus on the Hebnis and later to the Hellespont, for
Cicero speaks of “that military way of ours which connects us with the
Hellespont.” This road became historic as the scene of the conflict between
the friends and enemies of the decaying Roman republic. Brutus and
Cassius on the one hand here in 42 b.c., met the forces of Antony and
Octavius. There tradition states the ghost of the dead Caesar met Brutus,
and as a matter of fact, the “liberators” were cut to pieces in two
engagements. Brutus and Cassius, believing the cause of the republic lost,
both committed suicide, and the Roman world was soon thereafter in the
hands of two masters—Antony in the East and Octavius in the West. Three
centuries later this road became the leading highway to Byzantium
(Constantinople), the great city founded by Constantine, impregnable in its
rocky seclusion, dominating the waterway to the Black Sea and the rich
agricultural land beyond.
Some twenty of these roads, more if their branches be counted,
concentrated at the Eternal City and passed through her several gates. Rome
could sit on her seven hills and by means of these roads rule the world.
Among the most important of these were the Via Appia, Via Flaminia and
Via Aemilia, Via Aurelia, Via Ostiensis, and Via Latina. One peculiarity of
these Roman roads was their straightness, passing almost in a direct line
between determining points. Another, to which is due their durability, was
their massiveness. Their general construction may be described as follows:
The line of direction having been laid out trenches were made along each
side defining the width, which was from 13 to 17 feet. The loose earth
between was excavated to secure a firm foundation and the road was then
Page 43
filled or graded up to the required height with good material, sometimes as
high as 20 feet. The pavement usually consisted of a layer of small stones;
then a layer of broken stones cemented with lime mortar; then a layer of
broken fragments of brick and pottery incorporated with clay and lime; and
finally a mixture of gravel and lime or a floor of hard flat stones cut into
rectangular slabs or irregular polygons fitted nicely together. The whole was
frequently 4 feet thick. Along the road milestones were erected, some of
them quite elaborate with carved names and dates. Near the arch of
Septimus Severus in the Roman Forum still remains a portion of the
“Golden Milestone,” a gilded pillar erected by Augustus, on which were
carved the names of roads and lengths similar to a modern guide post. Some
of these roads were used hundreds of years until they fell into neglect after
Rome had been invaded by the northern barbarians. From a statement of
Procopinus, the Appian Way, construction begun 312 b.c., was in good
condition 800 years later, and he describes it as broad enough for two
carriages to pass each other. It was made of stones brought from some
distant quarry and so fitted to each other (over some 2 feet of gravel) that
they seemed to be thus formed by nature, rather than cemented by art. He
adds that notwithstanding the traffic of so many ages the stones were not
displaced, nor had they lost their original smoothness. The papal
government excavated, repaired, and reopened that road as far as Albano
and it is still being used as a highway.
high as 20 feet. The pavement usually consisted of a layer of small stones;
then a layer of broken stones cemented with lime mortar; then a layer of
broken fragments of brick and pottery incorporated with clay and lime; and
finally a mixture of gravel and lime or a floor of hard flat stones cut into
rectangular slabs or irregular polygons fitted nicely together. The whole was
frequently 4 feet thick. Along the road milestones were erected, some of
them quite elaborate with carved names and dates. Near the arch of
Septimus Severus in the Roman Forum still remains a portion of the
“Golden Milestone,” a gilded pillar erected by Augustus, on which were
carved the names of roads and lengths similar to a modern guide post. Some
of these roads were used hundreds of years until they fell into neglect after
Rome had been invaded by the northern barbarians. From a statement of
Procopinus, the Appian Way, construction begun 312 b.c., was in good
condition 800 years later, and he describes it as broad enough for two
carriages to pass each other. It was made of stones brought from some
distant quarry and so fitted to each other (over some 2 feet of gravel) that
they seemed to be thus formed by nature, rather than cemented by art. He
adds that notwithstanding the traffic of so many ages the stones were not
displaced, nor had they lost their original smoothness. The papal
government excavated, repaired, and reopened that road as far as Albano
and it is still being used as a highway.
Page 44
MAP OF ITALY
Showing some of the twenty or more roads that radiated from Rome
The Flaminian Way extended from Rome to Ariminum and thence was
carried under the name Via Aemilia through Parma, and Placentia across to
Spain. While not so much traffic passed over it, because the West was
sparsely settled, as over the Appian Way, it nevertheless was a worthy rival.
The Aurelian Way followed up the coast through Etruria and furnished
another highway to Spain and Gaul. The Ostien highway connected Rome
with a splendid harbor at the mouth of the Tiber. But the Appian Way was
rightly the most famous of all; it was the earliest made, it was perhaps the
longest paved road, and it carried the greatest amount of traffic. The road
was built by Appius Claudius Caecus—then a Roman Censor, afterwards a
Consul, from whom it takes its name—to Capua, a distance of 142 miles.
Later it was extended across the Apennine Mountains through Beneventum,
Venusia, and Tarentum, to Brundisium, a port on the Adriatic Sea, in the
heel of the boot, a total distance of 350 miles. The improvements of Appius
were begun in the year 312 b.c., and carried out at least as far as Capua.
Livy speaks of a road over part of this way some thirty-five years earlier. A
portion outside the walls was paved with lava (silex) in 189 b.c., and during
the reign of Trajan (a.d. 98-117) the Via Appia was paved from Capua to
Brundisium (Niebuhr). From Brundisium (Brindis) traffic could be carried
Showing some of the twenty or more roads that radiated from Rome
The Flaminian Way extended from Rome to Ariminum and thence was
carried under the name Via Aemilia through Parma, and Placentia across to
Spain. While not so much traffic passed over it, because the West was
sparsely settled, as over the Appian Way, it nevertheless was a worthy rival.
The Aurelian Way followed up the coast through Etruria and furnished
another highway to Spain and Gaul. The Ostien highway connected Rome
with a splendid harbor at the mouth of the Tiber. But the Appian Way was
rightly the most famous of all; it was the earliest made, it was perhaps the
longest paved road, and it carried the greatest amount of traffic. The road
was built by Appius Claudius Caecus—then a Roman Censor, afterwards a
Consul, from whom it takes its name—to Capua, a distance of 142 miles.
Later it was extended across the Apennine Mountains through Beneventum,
Venusia, and Tarentum, to Brundisium, a port on the Adriatic Sea, in the
heel of the boot, a total distance of 350 miles. The improvements of Appius
were begun in the year 312 b.c., and carried out at least as far as Capua.
Livy speaks of a road over part of this way some thirty-five years earlier. A
portion outside the walls was paved with lava (silex) in 189 b.c., and during
the reign of Trajan (a.d. 98-117) the Via Appia was paved from Capua to
Brundisium (Niebuhr). From Brundisium (Brindis) traffic could be carried
Page 45
by ship to Dyrrhacium and thence over the Via Egnatio to Macedonia and
the Bosphorus; or along the coast to the Grecian towns, to the cities of the
Far East and to Egypt. Many are the references to the noted highway in
literature; Milton, in “Paradise Regained,” book four, bids us to watch
flocking to the city, enriched with spoils, proconsuls, embassies, legions, in
“various habits on the Appian road.”
“What a cosmopolitan throng must have graced that highway in the first
century,” says Dr. Carroll.[11] “Thick-lipped Ethiopians with rings in noses
and ears, swarthy-browed turbaned Mesopotamians, haughty Parthians,
burnoosed Arabs still worshiping their polygods, hook-nosed Hebrews,
carven with the humility of the despised rich, Greek Pedagogues and
Rhetors and Tutors, togaed senators, white-clad vestals with modest faces,
and painted harlots with amber hair. Lictors clearing the way with rods for
some purple clad dignitary of Nero’s court and carrying the fasces and the
ax; street merchants and hawkers of small wares, slaves scantily clad, stark
bemuscled gladiators, Cives and Peregrini, citizens and strangers,
displaying, in varying degree, arrogance and curiosity; long yellow-haired
Germans, their faces smeared with ocher and their yellow hair with oil;
kilted soldiers with long spears and short broad swords; beggars (the
lazzaroni of that bygone age), pathetically sullen or volubly mendicant in
the sunshine lecticae; couches carried by bearers containing pampered
nobles or high-born ladies; the cisium and the rhoda meritoria; the carriage
and the hack of that time crossing each other’s path in the narrow road;
children naked and joyous; merchants on caparisoned asses; the swinging
columns of the legionaries; brown, straight-featured Egyptians. For part of
the distance a canal runs parallel and travelers have their choice to take the
pavement or to ride in state on painted barges dragged by mules; on the
pavement a Pontifex in his robes of office and Augurs exchanging cynical
smiles; the rattle of chariot wheels and some haggard-eyed noble, redolent
from the warm and scented bath, with flower-crowned brow, drives in
furious guise along the Appian Way, while barbarian and Scythian, bond
and free, yield the way before him.”
the Bosphorus; or along the coast to the Grecian towns, to the cities of the
Far East and to Egypt. Many are the references to the noted highway in
literature; Milton, in “Paradise Regained,” book four, bids us to watch
flocking to the city, enriched with spoils, proconsuls, embassies, legions, in
“various habits on the Appian road.”
“What a cosmopolitan throng must have graced that highway in the first
century,” says Dr. Carroll.[11] “Thick-lipped Ethiopians with rings in noses
and ears, swarthy-browed turbaned Mesopotamians, haughty Parthians,
burnoosed Arabs still worshiping their polygods, hook-nosed Hebrews,
carven with the humility of the despised rich, Greek Pedagogues and
Rhetors and Tutors, togaed senators, white-clad vestals with modest faces,
and painted harlots with amber hair. Lictors clearing the way with rods for
some purple clad dignitary of Nero’s court and carrying the fasces and the
ax; street merchants and hawkers of small wares, slaves scantily clad, stark
bemuscled gladiators, Cives and Peregrini, citizens and strangers,
displaying, in varying degree, arrogance and curiosity; long yellow-haired
Germans, their faces smeared with ocher and their yellow hair with oil;
kilted soldiers with long spears and short broad swords; beggars (the
lazzaroni of that bygone age), pathetically sullen or volubly mendicant in
the sunshine lecticae; couches carried by bearers containing pampered
nobles or high-born ladies; the cisium and the rhoda meritoria; the carriage
and the hack of that time crossing each other’s path in the narrow road;
children naked and joyous; merchants on caparisoned asses; the swinging
columns of the legionaries; brown, straight-featured Egyptians. For part of
the distance a canal runs parallel and travelers have their choice to take the
pavement or to ride in state on painted barges dragged by mules; on the
pavement a Pontifex in his robes of office and Augurs exchanging cynical
smiles; the rattle of chariot wheels and some haggard-eyed noble, redolent
from the warm and scented bath, with flower-crowned brow, drives in
furious guise along the Appian Way, while barbarian and Scythian, bond
and free, yield the way before him.”
Page 46
MAP OF ROMAN ROADS IN ENGLAND
(After Jackman: “Development of Transportation in Modern England.”)
Davis[12] tells us that the Roman road system after it had become a
network over Italy began to spread over the whole Empire. That admirable
highways were built by peaceful legionaries for commercial purposes—and
that even to-day in North Africa and in the wilds of Asia Minor where
travelers seldom penetrate may be found the Roman road with its hard
(After Jackman: “Development of Transportation in Modern England.”)
Davis[12] tells us that the Roman road system after it had become a
network over Italy began to spread over the whole Empire. That admirable
highways were built by peaceful legionaries for commercial purposes—and
that even to-day in North Africa and in the wilds of Asia Minor where
travelers seldom penetrate may be found the Roman road with its hard
Page 47
stones laid on a solid foundation. He further states that as a consequence of
these roads commerce expanded by leaps and bounds. A great trade passing
down the Red Sea sprang up with India, reaching to the coast of Ceylon,
returning with pearls, rare tapestries, and spices. Another set penetrated
Arabia for much-desired incense, or unto the heart of Africa for ivory. Also
with such merchandising there came a money system with banks, checks
and bonds rivaling those of the present day. The bridges are an important
part of any road. Those across the Tiber in Rome were regarded as sacred.
They were cared for by a special body of Priests called pontifaces (bridge-
makers). The name Pontifex Maximus was borne by the High Priest and
became a designation for the emperor; it is now applied to the Pope as the
highest authority in the papal or pontifical state.
Pre-historic American Roads. —When America was discovered it was
sparsely settled with tribes of semi-civilized peoples. The ordinary
aborigine was in the hunting and fishing stage, just beginning to cultivate
crops. True, tribes claimed regions and attempted by force to keep other
tribes from trespassing thereon. They had no literature save perhaps a few
rough diagrams or drawings. There was no trade or commerce and
consequently no roads except mere trails. Their methods of transportation
consisted in walking or in paddling canoes. In the making and operating of
canoes and of weapons of warfare and of the chase they were most
advanced.
In many parts of the country there had been a civilization, but so long ago
no very authentic knowledge of its character can be predicated upon the
mounds, utensils, and other evidence now remaining. The Mound Builders
and the Cliff Dwellers are as yet to us unknown peoples.
In Mexico, Central America,[13] and Peru a much higher civilization
prevailed. Especially in Peru where a very high state of agriculture was in
vogue. There is even evidence of a considerable degree of Art and
Literature.[14] Many of the remains remind one of early Egyptian and
Persian temples and roads, but perhaps no more lucid description of the
ancient Peruvian roads and transportation exists than that given in Prescott’s
justly celebrated classic, “The Conquest of Peru.” Slightly abridged it reads
thus:
Those who may distrust the accounts of Peruvian industry will find their doubts removed on a visit
to the country. The traveler still meets, especially in the central regions of the tableland, with
memorials of the past, remains of temples, palaces, fortresses, terraced mountains, great military
these roads commerce expanded by leaps and bounds. A great trade passing
down the Red Sea sprang up with India, reaching to the coast of Ceylon,
returning with pearls, rare tapestries, and spices. Another set penetrated
Arabia for much-desired incense, or unto the heart of Africa for ivory. Also
with such merchandising there came a money system with banks, checks
and bonds rivaling those of the present day. The bridges are an important
part of any road. Those across the Tiber in Rome were regarded as sacred.
They were cared for by a special body of Priests called pontifaces (bridge-
makers). The name Pontifex Maximus was borne by the High Priest and
became a designation for the emperor; it is now applied to the Pope as the
highest authority in the papal or pontifical state.
Pre-historic American Roads. —When America was discovered it was
sparsely settled with tribes of semi-civilized peoples. The ordinary
aborigine was in the hunting and fishing stage, just beginning to cultivate
crops. True, tribes claimed regions and attempted by force to keep other
tribes from trespassing thereon. They had no literature save perhaps a few
rough diagrams or drawings. There was no trade or commerce and
consequently no roads except mere trails. Their methods of transportation
consisted in walking or in paddling canoes. In the making and operating of
canoes and of weapons of warfare and of the chase they were most
advanced.
In many parts of the country there had been a civilization, but so long ago
no very authentic knowledge of its character can be predicated upon the
mounds, utensils, and other evidence now remaining. The Mound Builders
and the Cliff Dwellers are as yet to us unknown peoples.
In Mexico, Central America,[13] and Peru a much higher civilization
prevailed. Especially in Peru where a very high state of agriculture was in
vogue. There is even evidence of a considerable degree of Art and
Literature.[14] Many of the remains remind one of early Egyptian and
Persian temples and roads, but perhaps no more lucid description of the
ancient Peruvian roads and transportation exists than that given in Prescott’s
justly celebrated classic, “The Conquest of Peru.” Slightly abridged it reads
thus:
Those who may distrust the accounts of Peruvian industry will find their doubts removed on a visit
to the country. The traveler still meets, especially in the central regions of the tableland, with
memorials of the past, remains of temples, palaces, fortresses, terraced mountains, great military
Page 48
roads, aqueducts, and other public works, which, whatever degree of science they may display in
their execution, astonish him by their number, the massive character of the materials, and the
grandeur of the design. Among them, perhaps the most remarkable are the great roads, the broken
remains of which are still in sufficient preservation to attest their former magnificence. There were
many of these roads, traversing different parts of the kingdom: but the most considerable were the
two which extended from Quito to Cuzco, and, again diverging from the capital, continued in a
southerly direction toward Chili.
One of these roads passed over the great plateau, and the other along the lowlands on the borders
of the ocean. The former was much the more difficult achievement, from the character of the country.
It was conducted over pathless sierras buried in snow; galleries were cut for leagues through the
living rock; rivers were crossed by means of bridges that swung suspended in the air; precipices were
scaled by stairways hewn out of the native bed; ravines of hideous depths were filled up with solid
masonry; in short, all the difficulties that beset a wild and mountainous region, and which might
appall the most courageous engineer of modern times, were encountered and successfully overcome.
The length of the road, of which scattered fragments only remain, is variously estimated at from
fifteen hundred to two thousand miles; and stone pillars, in the manner of European milestones, were
erected at stated intervals of somewhat more than a league, all along the route. Its breadth scarcely
exceeded twenty feet. It was built of heavy flags of freestone, and, in some parts at least, covered
with a bituminous cement, which time has made harder than the stone itself. In some places where
the ravines had been filled up with masonry, the mountain torrents, wearing on it for ages, have
gradually eaten away through the base, and left the superincumbent mass—such is the cohesion of
the materials—still spanning the valley like an arch.
Over some of the boldest streams it was necessary to construct suspension bridges, as they are
termed, made of the tough fibers of the maguey, or of the osier of the country, which has an
extraordinary degree of tenacity and strength. These osiers were woven into cables of the thickness of
a man’s body. The huge ropes, then stretched across the water, were conducted through rings or holes
cut in immense buttresses of stone raised on the opposite banks of the river and then secured to heavy
pieces of timber. Several of these enormous cables bound together formed a bridge which, covered
with planks, well secured and defended by a railing of the same osier materials on the sides, afforded
a safe passage for the traveler. The length of this aerial bridge, sometimes exceeding two hundred
feet, caused it, confined as it was only at the extremities, to dip with an alarming inclination towards
the center, while the motion given to it by the passenger occasioned an oscillation still more frightful,
as his eye wandered over the dark abyss of waters that foamed and tumbled many fathoms beneath.
Yet these light and fragile fabrics were crossed without fear by the Peruvians, and are still retained by
the Spaniards over those streams which, from the depth or impetuosity of the current, would seem
impracticable for the usual modes of conveyance. The wider and more tranquil waters were crossed
on balsas—a kind of raft still much used by the natives—to which sails were attached, furnishing the
only instance of this higher kind of navigation among the American Indians.
The other great road of the Incas lay through the level country between the Andes and the ocean. It
was constructed in a different manner, as demanded by the nature of the ground, which was for the
most part low, and much of it sandy. The causeway was raised on a high embankment of earth, and
defended on either side by a parapet or wall of clay; and trees and odoriferous shrubs were planted
along the margin, regaling the senses of the traveler with their perfumes, and refreshing him by their
shades, so grateful under the burning sky of the tropics. In the strips of sandy waste which
occasionally intervened, where the light and volatile soil was incapable of sustaining a road, huge
piles, many of them to be seen at this day, were driven into the ground to indicate the route to the
traveler.
All along these highways, caravansaries, or tambos, as they were called, were erected, at the
distance of ten or twelve miles from each other, for the accommodation, more particularly of the Inca
and his suite and those who journeyed on the public business. There were few other travelers in Peru.
their execution, astonish him by their number, the massive character of the materials, and the
grandeur of the design. Among them, perhaps the most remarkable are the great roads, the broken
remains of which are still in sufficient preservation to attest their former magnificence. There were
many of these roads, traversing different parts of the kingdom: but the most considerable were the
two which extended from Quito to Cuzco, and, again diverging from the capital, continued in a
southerly direction toward Chili.
One of these roads passed over the great plateau, and the other along the lowlands on the borders
of the ocean. The former was much the more difficult achievement, from the character of the country.
It was conducted over pathless sierras buried in snow; galleries were cut for leagues through the
living rock; rivers were crossed by means of bridges that swung suspended in the air; precipices were
scaled by stairways hewn out of the native bed; ravines of hideous depths were filled up with solid
masonry; in short, all the difficulties that beset a wild and mountainous region, and which might
appall the most courageous engineer of modern times, were encountered and successfully overcome.
The length of the road, of which scattered fragments only remain, is variously estimated at from
fifteen hundred to two thousand miles; and stone pillars, in the manner of European milestones, were
erected at stated intervals of somewhat more than a league, all along the route. Its breadth scarcely
exceeded twenty feet. It was built of heavy flags of freestone, and, in some parts at least, covered
with a bituminous cement, which time has made harder than the stone itself. In some places where
the ravines had been filled up with masonry, the mountain torrents, wearing on it for ages, have
gradually eaten away through the base, and left the superincumbent mass—such is the cohesion of
the materials—still spanning the valley like an arch.
Over some of the boldest streams it was necessary to construct suspension bridges, as they are
termed, made of the tough fibers of the maguey, or of the osier of the country, which has an
extraordinary degree of tenacity and strength. These osiers were woven into cables of the thickness of
a man’s body. The huge ropes, then stretched across the water, were conducted through rings or holes
cut in immense buttresses of stone raised on the opposite banks of the river and then secured to heavy
pieces of timber. Several of these enormous cables bound together formed a bridge which, covered
with planks, well secured and defended by a railing of the same osier materials on the sides, afforded
a safe passage for the traveler. The length of this aerial bridge, sometimes exceeding two hundred
feet, caused it, confined as it was only at the extremities, to dip with an alarming inclination towards
the center, while the motion given to it by the passenger occasioned an oscillation still more frightful,
as his eye wandered over the dark abyss of waters that foamed and tumbled many fathoms beneath.
Yet these light and fragile fabrics were crossed without fear by the Peruvians, and are still retained by
the Spaniards over those streams which, from the depth or impetuosity of the current, would seem
impracticable for the usual modes of conveyance. The wider and more tranquil waters were crossed
on balsas—a kind of raft still much used by the natives—to which sails were attached, furnishing the
only instance of this higher kind of navigation among the American Indians.
The other great road of the Incas lay through the level country between the Andes and the ocean. It
was constructed in a different manner, as demanded by the nature of the ground, which was for the
most part low, and much of it sandy. The causeway was raised on a high embankment of earth, and
defended on either side by a parapet or wall of clay; and trees and odoriferous shrubs were planted
along the margin, regaling the senses of the traveler with their perfumes, and refreshing him by their
shades, so grateful under the burning sky of the tropics. In the strips of sandy waste which
occasionally intervened, where the light and volatile soil was incapable of sustaining a road, huge
piles, many of them to be seen at this day, were driven into the ground to indicate the route to the
traveler.
All along these highways, caravansaries, or tambos, as they were called, were erected, at the
distance of ten or twelve miles from each other, for the accommodation, more particularly of the Inca
and his suite and those who journeyed on the public business. There were few other travelers in Peru.
Page 49
Some of these buildings were on an extensive scale, consisting of a fortress, barracks, and other
military works, surrounded by a parapet of stone and covering a large tract of ground. These were
evidently destined for the accommodation of the imperial armies when on their march across the
country. The care of the great roads was committed to the districts through which they passed, and
under the Incas a large number of hands was constantly employed to keep them in repair. This was
the more easily done in the country where the mode of traveling was altogether on foot; though the
roads are said to be so nicely constructed that a carriage might have rolled over them as securely as
on any of the great roads of Europe. Still in a region where the elements of fire and water are both
actively at work in the business of destruction, they must, without constant supervision, have
gradually gone to decay. Such has been their fate under the Spanish conquerors, who took no care to
enforce the admirable system for their preservation adopted by the Incas. Yet the broken portions that
still survive here and there, like the fragments of the great Roman roads scattered over Europe, bear
evidence to their primitive grandeur, and have drawn forth the eulogium from a discriminating
traveler, usually not too profuse in his panegyric, that “the roads of the Incas were among the most
useful and stupendous works ever executed by man.”
The system of communication through their dominions was still further improved by the Peruvian
sovereigns by the introduction of posts, in the same manner as was done by the Aztecs. The Peruvian
posts, however, established on all the great routes that conducted to the capital, were on a much more
extended plan than those in Mexico. All along these routes, small buildings were erected, at the
distance of less than five miles asunder, in each of which a number of runners, or chasquis, as they
were called, were stationed to carry forward the dispatches of government. These dispatches were
either verbal, or conveyed by means of quipus, and sometimes accompanied by a thread of the
crimson fringe worn round the temples of the Inca, which was regarded with the same implicit
deference as the signet-ring of an Oriental despot.
The chasquis were dressed in a peculiar livery, intimating their profession. They were all trained to
the employment and selected for their speed and fidelity. As the distance each courier had to perform
was small, and as he had ample time to refresh himself at the stations, they ran over the ground with
great swiftness, and messages were carried through the whole extent of the long routes, at the rate of
one hundred and fifty miles a day. The office of the chasquis was not limited to carrying dispatches.
They frequently brought various articles for the use of the court and in this way fish from the distant
ocean, fruits, game, and different commodities from the hot regions on the coast, were taken to the
capital in good condition, and served fresh at the royal table. It is remarkable that this important
institution should have been known to both the Mexicans and the Peruvians without any
correspondence with one another and that it should have been found among two barbarian nations of
the New World long before it was introduced among the civilized nations of Europe.
By these wise contrivances of the Incas, the most distant parts of the long extended empire of Peru
were brought into intimate relations with each other. The while the capitals of Christendom, but a few
hundred miles apart, remained as far asunder as if seas had rolled between them, the great capitals
Cuzco and Quito were placed by the high roads of the Incas in immediate correspondence.
Intelligence from the numerous provinces was transmitted on the wings of the wind to the Peruvian
metropolis, the great focus to which all the lines of communication converged. Not an insurrectionary
movement could occur, not an invasion on the remotest frontier, before the tidings were conveyed to
the capital and the imperial armies were on their march across the magnificent roads of the country to
suppress it. So admirable was the machinery contrived by the American despots for maintaining
tranquillity throughout their dominions! It may remind us of the similar institutions of ancient Rome,
when, under the Caesars, she was mistress of half the world.
Hiram Bingham, Director of the Geographic Society-Yale Peruvian
Expedition[15] gives an interesting description of the tracing out of two of
military works, surrounded by a parapet of stone and covering a large tract of ground. These were
evidently destined for the accommodation of the imperial armies when on their march across the
country. The care of the great roads was committed to the districts through which they passed, and
under the Incas a large number of hands was constantly employed to keep them in repair. This was
the more easily done in the country where the mode of traveling was altogether on foot; though the
roads are said to be so nicely constructed that a carriage might have rolled over them as securely as
on any of the great roads of Europe. Still in a region where the elements of fire and water are both
actively at work in the business of destruction, they must, without constant supervision, have
gradually gone to decay. Such has been their fate under the Spanish conquerors, who took no care to
enforce the admirable system for their preservation adopted by the Incas. Yet the broken portions that
still survive here and there, like the fragments of the great Roman roads scattered over Europe, bear
evidence to their primitive grandeur, and have drawn forth the eulogium from a discriminating
traveler, usually not too profuse in his panegyric, that “the roads of the Incas were among the most
useful and stupendous works ever executed by man.”
The system of communication through their dominions was still further improved by the Peruvian
sovereigns by the introduction of posts, in the same manner as was done by the Aztecs. The Peruvian
posts, however, established on all the great routes that conducted to the capital, were on a much more
extended plan than those in Mexico. All along these routes, small buildings were erected, at the
distance of less than five miles asunder, in each of which a number of runners, or chasquis, as they
were called, were stationed to carry forward the dispatches of government. These dispatches were
either verbal, or conveyed by means of quipus, and sometimes accompanied by a thread of the
crimson fringe worn round the temples of the Inca, which was regarded with the same implicit
deference as the signet-ring of an Oriental despot.
The chasquis were dressed in a peculiar livery, intimating their profession. They were all trained to
the employment and selected for their speed and fidelity. As the distance each courier had to perform
was small, and as he had ample time to refresh himself at the stations, they ran over the ground with
great swiftness, and messages were carried through the whole extent of the long routes, at the rate of
one hundred and fifty miles a day. The office of the chasquis was not limited to carrying dispatches.
They frequently brought various articles for the use of the court and in this way fish from the distant
ocean, fruits, game, and different commodities from the hot regions on the coast, were taken to the
capital in good condition, and served fresh at the royal table. It is remarkable that this important
institution should have been known to both the Mexicans and the Peruvians without any
correspondence with one another and that it should have been found among two barbarian nations of
the New World long before it was introduced among the civilized nations of Europe.
By these wise contrivances of the Incas, the most distant parts of the long extended empire of Peru
were brought into intimate relations with each other. The while the capitals of Christendom, but a few
hundred miles apart, remained as far asunder as if seas had rolled between them, the great capitals
Cuzco and Quito were placed by the high roads of the Incas in immediate correspondence.
Intelligence from the numerous provinces was transmitted on the wings of the wind to the Peruvian
metropolis, the great focus to which all the lines of communication converged. Not an insurrectionary
movement could occur, not an invasion on the remotest frontier, before the tidings were conveyed to
the capital and the imperial armies were on their march across the magnificent roads of the country to
suppress it. So admirable was the machinery contrived by the American despots for maintaining
tranquillity throughout their dominions! It may remind us of the similar institutions of ancient Rome,
when, under the Caesars, she was mistress of half the world.
Hiram Bingham, Director of the Geographic Society-Yale Peruvian
Expedition[15] gives an interesting description of the tracing out of two of
Page 50
these old roads. Evidently the trail was mostly used by foot passengers, or
possibly llamas, for there were frequently steep grades and flights of steps
and open ravines which had more than likely been crossed by the osier
suspension bridges. No doubt much commerce beside fertilizer from the
great nitrate beds was carried on over these roads.
Conclusion. —If the story, very briefly given, of these old roads does not
verify the thesis that transportation is a measure of civilization, a view
might be taken of the tribes and peoples now living in the various parts of
the earth. If the character of the transportation of the tribes of Africa and of
Asia, of the Arctic and Antarctic regions, the least civilized now known, be
compared with that of those nations considered most civilized, the same
general conclusion would be drawn. Compare the railways, canals,
highways, cars, automobiles, ships, and aircraft of the present-day United
States with the pack animals and ox-carts of many less favored nations and
the further evidence of amount of traffic and travel per person, will be
unnecessary to establish the relative states of civilization. It is not necessary
even to go beyond the confines of the great American Republic. Writers
who traveled through it in the ’forties, ’fifties and ’sixties are wont to call
attention to the uncouthness of the inhabitants, to the lack of the
refinements of speech and manners characterizing those who dwelt in the
more populous communities. But the honesty, integrity, generosity,
willingness, and ability of the American pioneers to dare and to do, were
unquestioned. It is a pity that many of the best traits of humanity disappear
when people are crowded into cities, when their wants and desires are
increased, when the refinements of civilization have replaced the
ruggedness of pioneer life. Then, as now, upon the action of a bare majority,
which in a republic is called “the will of the people,” often hung the
political, social and financial destiny of the nation. A slight change would
have changed the course of civilizing evolution; who knows whether for
good or ill. As the trivium and quadrivium were the roads, believed by the
ancients to lead to a liberal education, so the government and the
civilization of this now great nation has rested consecutively in its upward
progress, upon the slender path of the aborigine, swelled to the well defined
trail of the pack-train, broadened into the cart and wagon road, cast up into
a turnpike; and upon the rippling trace of the light canoe, the dugout, the
keel-boat, the pole-boat, the flat-boat, the canal-boat and the steam-boat; all
to be supplanted by the thunder of the locomotive. What in the process of
possibly llamas, for there were frequently steep grades and flights of steps
and open ravines which had more than likely been crossed by the osier
suspension bridges. No doubt much commerce beside fertilizer from the
great nitrate beds was carried on over these roads.
Conclusion. —If the story, very briefly given, of these old roads does not
verify the thesis that transportation is a measure of civilization, a view
might be taken of the tribes and peoples now living in the various parts of
the earth. If the character of the transportation of the tribes of Africa and of
Asia, of the Arctic and Antarctic regions, the least civilized now known, be
compared with that of those nations considered most civilized, the same
general conclusion would be drawn. Compare the railways, canals,
highways, cars, automobiles, ships, and aircraft of the present-day United
States with the pack animals and ox-carts of many less favored nations and
the further evidence of amount of traffic and travel per person, will be
unnecessary to establish the relative states of civilization. It is not necessary
even to go beyond the confines of the great American Republic. Writers
who traveled through it in the ’forties, ’fifties and ’sixties are wont to call
attention to the uncouthness of the inhabitants, to the lack of the
refinements of speech and manners characterizing those who dwelt in the
more populous communities. But the honesty, integrity, generosity,
willingness, and ability of the American pioneers to dare and to do, were
unquestioned. It is a pity that many of the best traits of humanity disappear
when people are crowded into cities, when their wants and desires are
increased, when the refinements of civilization have replaced the
ruggedness of pioneer life. Then, as now, upon the action of a bare majority,
which in a republic is called “the will of the people,” often hung the
political, social and financial destiny of the nation. A slight change would
have changed the course of civilizing evolution; who knows whether for
good or ill. As the trivium and quadrivium were the roads, believed by the
ancients to lead to a liberal education, so the government and the
civilization of this now great nation has rested consecutively in its upward
progress, upon the slender path of the aborigine, swelled to the well defined
trail of the pack-train, broadened into the cart and wagon road, cast up into
a turnpike; and upon the rippling trace of the light canoe, the dugout, the
keel-boat, the pole-boat, the flat-boat, the canal-boat and the steam-boat; all
to be supplanted by the thunder of the locomotive. What in the process of
Page 51
evolution will follow it? The automobile, the truck, the flying machine?
Time alone can tell.
SELECTED REFERENCES
Davis, William Stearns, “The Influence of Wealth on Imperial Rome,” pp. 85-105. The Macmillan
Company, New York.
Ely, Richard T., “Outlines of Economics,” The Macmillan Co., New York. Chapter III.
Encyclopaedia Britannica. Articles on the “Steam Engine,” “Yarn,” “Weaving,” and “Railway.”
Green, John Richard, “History of the English People,” Book IX, Chapter III.
Havell, H. L., “Republican Rome,” p. 112, Harrap & Co., London, 1914.
Heitland, W. E., “The Roman Republic,” University Press, Cambridge.
Livy, Titus, “History of Rome,” Translated by William A. M’Devitte, Book IX, Chap. 29; XXII, 15;
XXIV, 8; George Bell & Sons, London, 1890.
Macaulay, Thomas Babington, “The History of England,” Vol. I, Chapter III.
Mommsen, Professor Theodor, “The History of the Roman Republic,” Abridgment by Bryans and
Hendy, pp. 95, 97, 98, 108, 175, 219, 251, 318, 319, 320. Charles Scribner’s Sons, New York,
1893.
Morley, S. T., “Excavations at Quirigua, Guatemala,” The National Geographic Magazine, March,
1913.
Account of explorations made in Peru by a joint expedition of Yale University and The National
Geographic Society in The National Geographic Magazine, April, 1913, February, 1915, and
May, 1916.
Niebuhr, B. G., “Lectures on Ancient History,” Vol. III, p. 156; “Lectures on the History of Rome,”
Vol. III, p. 229. Taylor, Walton & Maberly, London, 1852.
Osborn, Henry F., “Men of the Old Stone Age.” C. Scribner’s Sons, New York, 1915.
Prescott, William H., “Conquest of Peru,” 2 Vol., Vol. I, pp. 62-67, J. B. Lippincott & Co.,
Philadelphia, 1869.
Sands, W. F., “Mysterious Temples of the Jungle,” in The National Geographic Magazine, March,
1913.
Selfridge, H. Gordon, “The Romance of Commerce,” John Lane, London.
Stanley, Henry M., “In Darkest Africa” (two volumes). C. Scribner’s Sons, New York.
FOOTNOTES
[1] “Outlines of Economics,” by Richard T. Ely. The Macmillan Co., N. Y.
[2] See “The Man of the Stone Age,” by H. F. Osborne.
[3] “In Darkest Africa” (two volumes), by Henry M. Stanley. Charles Scribner’s Sons, New
York.
Time alone can tell.
SELECTED REFERENCES
Davis, William Stearns, “The Influence of Wealth on Imperial Rome,” pp. 85-105. The Macmillan
Company, New York.
Ely, Richard T., “Outlines of Economics,” The Macmillan Co., New York. Chapter III.
Encyclopaedia Britannica. Articles on the “Steam Engine,” “Yarn,” “Weaving,” and “Railway.”
Green, John Richard, “History of the English People,” Book IX, Chapter III.
Havell, H. L., “Republican Rome,” p. 112, Harrap & Co., London, 1914.
Heitland, W. E., “The Roman Republic,” University Press, Cambridge.
Livy, Titus, “History of Rome,” Translated by William A. M’Devitte, Book IX, Chap. 29; XXII, 15;
XXIV, 8; George Bell & Sons, London, 1890.
Macaulay, Thomas Babington, “The History of England,” Vol. I, Chapter III.
Mommsen, Professor Theodor, “The History of the Roman Republic,” Abridgment by Bryans and
Hendy, pp. 95, 97, 98, 108, 175, 219, 251, 318, 319, 320. Charles Scribner’s Sons, New York,
1893.
Morley, S. T., “Excavations at Quirigua, Guatemala,” The National Geographic Magazine, March,
1913.
Account of explorations made in Peru by a joint expedition of Yale University and The National
Geographic Society in The National Geographic Magazine, April, 1913, February, 1915, and
May, 1916.
Niebuhr, B. G., “Lectures on Ancient History,” Vol. III, p. 156; “Lectures on the History of Rome,”
Vol. III, p. 229. Taylor, Walton & Maberly, London, 1852.
Osborn, Henry F., “Men of the Old Stone Age.” C. Scribner’s Sons, New York, 1915.
Prescott, William H., “Conquest of Peru,” 2 Vol., Vol. I, pp. 62-67, J. B. Lippincott & Co.,
Philadelphia, 1869.
Sands, W. F., “Mysterious Temples of the Jungle,” in The National Geographic Magazine, March,
1913.
Selfridge, H. Gordon, “The Romance of Commerce,” John Lane, London.
Stanley, Henry M., “In Darkest Africa” (two volumes). C. Scribner’s Sons, New York.
FOOTNOTES
[1] “Outlines of Economics,” by Richard T. Ely. The Macmillan Co., N. Y.
[2] See “The Man of the Stone Age,” by H. F. Osborne.
[3] “In Darkest Africa” (two volumes), by Henry M. Stanley. Charles Scribner’s Sons, New
York.
Page 52
[4] “The Romance of Commerce,” by H. Gordon Selfridge. John Lane, London.
[5] Quoted by Ely in “Outlines of Economics.” Macmillan, New York.
[6] “The History of England,” by Thomas Babington Macaulay, Chapter III.
[7] “History of the English People,” by John Richard Green, Paragraph 1527.
[8] It is well to note that Watt in his application for a patent on steam engines granted in
1769 also laid claim for a rotary engine. The rotary engine has been lately developed into the
steam turbine.
[9] “Germany and Austria-Hungary were increasingly convinced that in the further
disintegration of the old Turkish Empire they must be recognized in an exceptional way and must
be allowed ... to acquire an undisputed influence from the Adriatic to the Black Sea and the Persian
Gulf.”—Albert Shaw in the introduction to Simonds’ “History of the World War.” Also see map
Vol. II, p. 346.
[10] From the report of a lecture at Shreveport, La., 1905, by B. H. Carroll, Professor of
History, Baylor University, Waco, Texas.
[11] Lecture delivered at Shreveport, La., by B. H. Carroll, Ph.D., Professor of History,
Baylor University, Waco, Texas, later U. S. Consul at Naples.
[12] “The Influence of Wealth in Imperial Rome,” by William Stearns Davis, The Macmillan
Company, N. Y., pp. 95-105.
[13] See “Mysterious Temples of the Jungle,” by W. F. Sands, and “Excavations at Quirigua,
Guatemala” by S. T. Morley. The National Geographic Magazine, March, 1913.
[14] See several excellent articles with illustrations on the explorations made in Peru by a
joint expedition of Yale University and The National Geographic Society in The National
Geographic Magazine, April, 1913, February, 1915, and May, 1916.
[15] Geographic Magazine, May, 1916.
[5] Quoted by Ely in “Outlines of Economics.” Macmillan, New York.
[6] “The History of England,” by Thomas Babington Macaulay, Chapter III.
[7] “History of the English People,” by John Richard Green, Paragraph 1527.
[8] It is well to note that Watt in his application for a patent on steam engines granted in
1769 also laid claim for a rotary engine. The rotary engine has been lately developed into the
steam turbine.
[9] “Germany and Austria-Hungary were increasingly convinced that in the further
disintegration of the old Turkish Empire they must be recognized in an exceptional way and must
be allowed ... to acquire an undisputed influence from the Adriatic to the Black Sea and the Persian
Gulf.”—Albert Shaw in the introduction to Simonds’ “History of the World War.” Also see map
Vol. II, p. 346.
[10] From the report of a lecture at Shreveport, La., 1905, by B. H. Carroll, Professor of
History, Baylor University, Waco, Texas.
[11] Lecture delivered at Shreveport, La., by B. H. Carroll, Ph.D., Professor of History,
Baylor University, Waco, Texas, later U. S. Consul at Naples.
[12] “The Influence of Wealth in Imperial Rome,” by William Stearns Davis, The Macmillan
Company, N. Y., pp. 95-105.
[13] See “Mysterious Temples of the Jungle,” by W. F. Sands, and “Excavations at Quirigua,
Guatemala” by S. T. Morley. The National Geographic Magazine, March, 1913.
[14] See several excellent articles with illustrations on the explorations made in Peru by a
joint expedition of Yale University and The National Geographic Society in The National
Geographic Magazine, April, 1913, February, 1915, and May, 1916.
[15] Geographic Magazine, May, 1916.
Page 53
CHAPTER II
TRANSPORTATION DEVELOPMENT IN THE UNITED STATES;
EARLY TRAILS AND ROADS
The early settlements of this country were made upon the shores,
naturally, because the settlers were brought by ships from Europe and
supplies of various sorts were from time to time renewed by ships. The
settlers were not skilled in the art of living on the country as were the
natives and when supply vessels failed to put in their appearance there was
real hardship in and sometimes entire extermination of the colonists. The
penetration of settlement to the interior was slow and even to times within
the memory of men now living much of the interior was an unknown
wilderness.
The Birch Bark Canoe. —Travel from place to place was at first
insignificant and what little there was was carried on by walking, horseback
riding, or by boat. Settlement, which had begun on the ocean or at the head
of ocean navigation on inlets or rivers, was eventually pushed farther
inland. The rivers and other waterways being at hand were utilized; the
birch-bark canoe, the dugout, and the plank boat, furnished the principal
vehicles of transportation. The Indians were very expert in the manufacture
and operation of light birch-bark canoes. Longfellow in “Hiawatha” gives a
poetical description of this:
With his knife the tree he girdled;
Just beneath its lowest branches,
Just above the roots he cut it,
Till the sap came oozing outward;
Down the trunk from top to bottom,
Sheer he cleft the bark asunder,
With a wooden wedge he raised it
Stripped it from the trunk unbroken.
Then he explains how the framework is made of cedar:
Like two bows he framed and shaped them,
Like two bended bows together.
After which they were tied together and the bark fastened to the frame by
fibrous roots of the larch, then Hiawatha
TRANSPORTATION DEVELOPMENT IN THE UNITED STATES;
EARLY TRAILS AND ROADS
The early settlements of this country were made upon the shores,
naturally, because the settlers were brought by ships from Europe and
supplies of various sorts were from time to time renewed by ships. The
settlers were not skilled in the art of living on the country as were the
natives and when supply vessels failed to put in their appearance there was
real hardship in and sometimes entire extermination of the colonists. The
penetration of settlement to the interior was slow and even to times within
the memory of men now living much of the interior was an unknown
wilderness.
The Birch Bark Canoe. —Travel from place to place was at first
insignificant and what little there was was carried on by walking, horseback
riding, or by boat. Settlement, which had begun on the ocean or at the head
of ocean navigation on inlets or rivers, was eventually pushed farther
inland. The rivers and other waterways being at hand were utilized; the
birch-bark canoe, the dugout, and the plank boat, furnished the principal
vehicles of transportation. The Indians were very expert in the manufacture
and operation of light birch-bark canoes. Longfellow in “Hiawatha” gives a
poetical description of this:
With his knife the tree he girdled;
Just beneath its lowest branches,
Just above the roots he cut it,
Till the sap came oozing outward;
Down the trunk from top to bottom,
Sheer he cleft the bark asunder,
With a wooden wedge he raised it
Stripped it from the trunk unbroken.
Then he explains how the framework is made of cedar:
Like two bows he framed and shaped them,
Like two bended bows together.
After which they were tied together and the bark fastened to the frame by
fibrous roots of the larch, then Hiawatha
Page 54
Took the resin of the fir tree
Smeared therewith each seam and fissure,
Made each crevice safe from water.
The aborigine paddled this frail bark so skillfully that the noise of rowing
was scarcely audible or the waves visible. And when he came to the
headwaters of the stream he was able to raise the light craft above his head
and follow the dim trail across the lower lying hills to the stream beyond
the water-shed leading in the opposite direction.
The white man, profiting by the Red Man’s experience learned to build
these boats, as well as heavier ones of logs and timber for transporting
goods, and utilized the same trails to push his civilization farther into the
unknown.
Meagerness of Early Roads. —In the “History of Travel”[16] Mr.
Dunbar quotes from a document in the New York Historical Society’s
collection, written by Benjamin Fletcher, Governor of His Majesty’s
Province of New York, and dated 1694, which shows the lack of roadways
or even passable trails in northern New York: “It is impossible to march
with any party of men to Canada by Land, either in winter or summer, but
they must passe a Considerable Part of ye way over ye Lake, ye land on
each side being extream steep and Rocky mountains or els a meer cumbered
with underwood, where men can not goe upright, but must creep throu
Bushes for whole days’ marches, and impossible for horses to goe at any
time of ye year.”
The same author quotes from a letter by Deputy Governor Hinkley of
Plymouth Colony, about 1680, asking the English Government for favors
because this Colony was “the first that broke the ice, and underwent ye
brunt, at our own charge, for the enlargement of his Majestie’s dominions in
this heretofore most howling wilderness, amidst wild Indians and wild
beasts.”
In Massachusetts,[17] on the other hand, it is stated that while
communication was usually by water one writer boasts that “the wild and
uncouth woods were filled with frequented ways and the large rivers were
overlaid with bridges, passable both for horse and foot.” But
notwithstanding this it was probably not before the beginning of the
sixteenth century that any very serious attempts were made even to widen
the trails so that wagon traffic was possible. In 1754[18] four days were
needed to go from Boston to New York by stage, and three days more to go
Smeared therewith each seam and fissure,
Made each crevice safe from water.
The aborigine paddled this frail bark so skillfully that the noise of rowing
was scarcely audible or the waves visible. And when he came to the
headwaters of the stream he was able to raise the light craft above his head
and follow the dim trail across the lower lying hills to the stream beyond
the water-shed leading in the opposite direction.
The white man, profiting by the Red Man’s experience learned to build
these boats, as well as heavier ones of logs and timber for transporting
goods, and utilized the same trails to push his civilization farther into the
unknown.
Meagerness of Early Roads. —In the “History of Travel”[16] Mr.
Dunbar quotes from a document in the New York Historical Society’s
collection, written by Benjamin Fletcher, Governor of His Majesty’s
Province of New York, and dated 1694, which shows the lack of roadways
or even passable trails in northern New York: “It is impossible to march
with any party of men to Canada by Land, either in winter or summer, but
they must passe a Considerable Part of ye way over ye Lake, ye land on
each side being extream steep and Rocky mountains or els a meer cumbered
with underwood, where men can not goe upright, but must creep throu
Bushes for whole days’ marches, and impossible for horses to goe at any
time of ye year.”
The same author quotes from a letter by Deputy Governor Hinkley of
Plymouth Colony, about 1680, asking the English Government for favors
because this Colony was “the first that broke the ice, and underwent ye
brunt, at our own charge, for the enlargement of his Majestie’s dominions in
this heretofore most howling wilderness, amidst wild Indians and wild
beasts.”
In Massachusetts,[17] on the other hand, it is stated that while
communication was usually by water one writer boasts that “the wild and
uncouth woods were filled with frequented ways and the large rivers were
overlaid with bridges, passable both for horse and foot.” But
notwithstanding this it was probably not before the beginning of the
sixteenth century that any very serious attempts were made even to widen
the trails so that wagon traffic was possible. In 1754[18] four days were
needed to go from Boston to New York by stage, and three days more to go
Page 55
to Philadelphia. Twelve years later it required the “Flying Machine” two
days to make the trip between New York and Philadelphia.
Settlement Follows Waterways; Portages. —The opening up for
settlement of new territory necessitated means of communication. That near
waterways was most easily reached and most easily kept within reach of
older settlements and was, therefore, naturally first taken up and occupied.
To penetrate farther the interior made it necessary to cross from one water
system to another. As necessity arose the trails were widened into roads and
often at these portages were established forts and villages for protection
against the natives and to facilitate trade. Villages grew into towns and
towns into cities. Portages became known and were talked about just as
railroad lines were later.[19] To go from the region near New York the
Hudson River was available to the watershed near Lake George, where
there was a 15-mile portage guarded by Forts Edward on the Hudson and
William Henry on Lake George. After traversing Lake George there was
another portage to Lake Champlain guarded by Fort Ticonderoga. These
names are often mentioned in the histories of the French and Indian and of
the Revolutionary wars.
days to make the trip between New York and Philadelphia.
Settlement Follows Waterways; Portages. —The opening up for
settlement of new territory necessitated means of communication. That near
waterways was most easily reached and most easily kept within reach of
older settlements and was, therefore, naturally first taken up and occupied.
To penetrate farther the interior made it necessary to cross from one water
system to another. As necessity arose the trails were widened into roads and
often at these portages were established forts and villages for protection
against the natives and to facilitate trade. Villages grew into towns and
towns into cities. Portages became known and were talked about just as
railroad lines were later.[19] To go from the region near New York the
Hudson River was available to the watershed near Lake George, where
there was a 15-mile portage guarded by Forts Edward on the Hudson and
William Henry on Lake George. After traversing Lake George there was
another portage to Lake Champlain guarded by Fort Ticonderoga. These
names are often mentioned in the histories of the French and Indian and of
the Revolutionary wars.
Page 56
MAP OF THE NORTH-EASTERN PORTION OF THE UNITED STATES SHOWING PORTAGES
Showing the Location of Well-known Portages. There Were Other Portages Wherever Two Water
Courses Came Near to Each Other. (See Farrand: “American Nation,” Vol. I, and Thwaites, Ib.
Vol. VII.)
The Oneida portage, leading from the Mohawk, a tributary of the
Hudson, to Wood Creek thence by the Oswego River furnished a way to
Ontario and the other Great Lakes. A portage around Niagara Falls is now
supplanted by the Welland Canal.
Lines of Travel. —To reach the Ohio Valley travelers might go by way of
the north along the routes just mentioned to the Great Lakes, thence to the
interior of Ohio, or they could leave the Mohawk and portage across to the
upper waters of the Allegheny. The Indians gave trouble along these lines,
so a more southerly route was often taken. Some of these, commencing on
the north, were: Up the Susquehanna to its headwaters, portage to one or the
other of tributaries which flow into the Allegheny near Kittanning; leave the
Susquehanna and go up the Juniata and portage over to the Conemaugh,
thence to the Allegheny—a course partly occupied now by the Pennsylvania
railroad; or, by way of the Potomac, and Wills Creek, then across the
Youghiogheny, and Monongahela. Several other trails crossed the
Alleghanies. A trail through southern Pennsylvania called occasionally
Showing the Location of Well-known Portages. There Were Other Portages Wherever Two Water
Courses Came Near to Each Other. (See Farrand: “American Nation,” Vol. I, and Thwaites, Ib.
Vol. VII.)
The Oneida portage, leading from the Mohawk, a tributary of the
Hudson, to Wood Creek thence by the Oswego River furnished a way to
Ontario and the other Great Lakes. A portage around Niagara Falls is now
supplanted by the Welland Canal.
Lines of Travel. —To reach the Ohio Valley travelers might go by way of
the north along the routes just mentioned to the Great Lakes, thence to the
interior of Ohio, or they could leave the Mohawk and portage across to the
upper waters of the Allegheny. The Indians gave trouble along these lines,
so a more southerly route was often taken. Some of these, commencing on
the north, were: Up the Susquehanna to its headwaters, portage to one or the
other of tributaries which flow into the Allegheny near Kittanning; leave the
Susquehanna and go up the Juniata and portage over to the Conemaugh,
thence to the Allegheny—a course partly occupied now by the Pennsylvania
railroad; or, by way of the Potomac, and Wills Creek, then across the
Youghiogheny, and Monongahela. Several other trails crossed the
Alleghanies. A trail through southern Pennsylvania called occasionally
Page 57
Nemacolin’s Path afterward formed the line of Braddock’s Road, hastily
constructed for military purposes during the French and Indian War, and
over which Braddock’s unfortunate expedition traveled. Still farther south
there was a well-known trail often followed by the Cherokee Indians, by
trappers, hunters, traders, and missionaries desirous of reaching the lands
beyond the mountains. Skirting the north end of the Blue Ridge range the
traveler followed up the Shenandoah to near the present town of Staunton,
thence across the ridges to the headwaters of the James, thence to upper
tributaries of the New River, then by crossing a few more ridges to the
Holston River, thence into the bountiful hunting grounds of Tennessee. The
Cherokee Indians were jealous of this territory and as far as possible kept it
closed to the settler. Therefore the country beyond the Alleghanies was not
well known to the Virginia colonists, even up to 1800. True, records of
Dougherty, a trader, who had visited the Indian tribes in this region as early
as 1690 were known, and another (Adair) in 1730, and still others after
1740. Glowing reports were brought back by the few traders, hunters,
trappers, and occasional talkative Indians, who had visited those regions of
magnificent rivers, vast woods, and extended prairies. The wild beasts with
which this fertile country abounded were likened to the leaves on the trees,
they were so abundant. Even the great Ohio River was but a tributary of a
larger river of which they had no definite information. The trip, in the
language of the Indian, from the headwaters of the Holston (Hogo higee) to
the Wabash (Ohio) required for its performance “two paddles, two warriors,
three moons.”[20] These glowing descriptions only whetted the adventurous
appetite and soon such hardy pioneers as Daniel Boone and his comrades
sought this territory where they could live near to nature and be freed from
high taxes. There was also a well-worn trail from Philadelphia, east of the
Cherokee (Shenandoah) through Virginia to the Yadkin, from which
travelers could diverge at various points and reach the Cherokee trail or go
on through Cumberland Gap farther to the west.
Trails from the North. —Traders from Virginia who reached far out in
Tennessee and Kentucky found competition from those who came down by
one of the several routes from the Great Lakes or up from the lower
Mississippi. A route left Lake Erie at what is now Cleveland, passed up the
Cuyahoga, portaged across to a tributary of the Ohio, then into Kentucky;
another left the Lake at Sandusky, followed the Miami, crossed to the
constructed for military purposes during the French and Indian War, and
over which Braddock’s unfortunate expedition traveled. Still farther south
there was a well-known trail often followed by the Cherokee Indians, by
trappers, hunters, traders, and missionaries desirous of reaching the lands
beyond the mountains. Skirting the north end of the Blue Ridge range the
traveler followed up the Shenandoah to near the present town of Staunton,
thence across the ridges to the headwaters of the James, thence to upper
tributaries of the New River, then by crossing a few more ridges to the
Holston River, thence into the bountiful hunting grounds of Tennessee. The
Cherokee Indians were jealous of this territory and as far as possible kept it
closed to the settler. Therefore the country beyond the Alleghanies was not
well known to the Virginia colonists, even up to 1800. True, records of
Dougherty, a trader, who had visited the Indian tribes in this region as early
as 1690 were known, and another (Adair) in 1730, and still others after
1740. Glowing reports were brought back by the few traders, hunters,
trappers, and occasional talkative Indians, who had visited those regions of
magnificent rivers, vast woods, and extended prairies. The wild beasts with
which this fertile country abounded were likened to the leaves on the trees,
they were so abundant. Even the great Ohio River was but a tributary of a
larger river of which they had no definite information. The trip, in the
language of the Indian, from the headwaters of the Holston (Hogo higee) to
the Wabash (Ohio) required for its performance “two paddles, two warriors,
three moons.”[20] These glowing descriptions only whetted the adventurous
appetite and soon such hardy pioneers as Daniel Boone and his comrades
sought this territory where they could live near to nature and be freed from
high taxes. There was also a well-worn trail from Philadelphia, east of the
Cherokee (Shenandoah) through Virginia to the Yadkin, from which
travelers could diverge at various points and reach the Cherokee trail or go
on through Cumberland Gap farther to the west.
Trails from the North. —Traders from Virginia who reached far out in
Tennessee and Kentucky found competition from those who came down by
one of the several routes from the Great Lakes or up from the lower
Mississippi. A route left Lake Erie at what is now Cleveland, passed up the
Cuyahoga, portaged across to a tributary of the Ohio, then into Kentucky;
another left the Lake at Sandusky, followed the Miami, crossed to the
Page 58
Scioto, thence down to the Ohio, across Kentucky to Cumberland Gap,
sometimes called the Scioto trail and farther south the Warrior’s Trail.
As western territory settled, trails and roads became more numerous.
Readers desiring further detailed information are referred to Hurlbert,
Thwaites, Dunbar, and Farrand.[21] A few other routes, however, should be
mentioned on account of the importance they assumed in the settlement of
the nation.
Boone’s Trace, or The Wilderness Road. —This road is said to be the
first road built into the wilderness for the purpose of encouraging settlement
and development. In the late years of the nineteenth century it was no
uncommon thing for a railroad to precede settlement, but at the beginning
of the eighteenth century roads were, in America, made largely for military
purposes or where demanded by the traffic of earlier settlement.
Daniel Boone, the noted hunter and explorer, had several times left his
home in North Carolina to hunt and travel in the wilds of Kentucky. He
brought back to the eastern side of the mountains glowing descriptions.
These excited the cupidity of a friend, a judge and prominent citizen of
North Carolina, James[22] Henderson. Henderson employed Boone to confer
with the Cherokee Indians who claimed this territory for the sale of their
rights. Boone sought out the Indians and by means now unknown got them
to agree to sell. The fact that they were persuaded to dispose of their great
hunting grounds shows what influence Boone had among them. It has been
intimated that the chiefs realized the futility of further fighting the white
settler or that the Cherokees felt they had no real right to this land as it had
been rather held as neutral territory among several tribes. However, as soon
as they had given their pledge Boone is said to have gone immediately to
Henderson, who repaired at once to Fort Watauga on a branch of the
Holston in North Carolina, where he met 1200 natives in council and
completed the deal in the name of the Transylvania Company. The main
opposition came from an eloquent and powerful chief named Dragging
Canoe,[23] who was able to disrupt proceedings the first day. After his
speech the council broke up in confusion. The next day, however, the
Indians again went into council and the treaty was ratified. Estimates of the
price paid range from “ten wagon loads of cheap goods and whiskey,” to
“the equivalent of ten thousand pounds sterling.”[24]
As soon as the deal was consummated Boone, employed by Henderson,
began the marking and cutting out of a road from Watauga, North Carolina,
sometimes called the Scioto trail and farther south the Warrior’s Trail.
As western territory settled, trails and roads became more numerous.
Readers desiring further detailed information are referred to Hurlbert,
Thwaites, Dunbar, and Farrand.[21] A few other routes, however, should be
mentioned on account of the importance they assumed in the settlement of
the nation.
Boone’s Trace, or The Wilderness Road. —This road is said to be the
first road built into the wilderness for the purpose of encouraging settlement
and development. In the late years of the nineteenth century it was no
uncommon thing for a railroad to precede settlement, but at the beginning
of the eighteenth century roads were, in America, made largely for military
purposes or where demanded by the traffic of earlier settlement.
Daniel Boone, the noted hunter and explorer, had several times left his
home in North Carolina to hunt and travel in the wilds of Kentucky. He
brought back to the eastern side of the mountains glowing descriptions.
These excited the cupidity of a friend, a judge and prominent citizen of
North Carolina, James[22] Henderson. Henderson employed Boone to confer
with the Cherokee Indians who claimed this territory for the sale of their
rights. Boone sought out the Indians and by means now unknown got them
to agree to sell. The fact that they were persuaded to dispose of their great
hunting grounds shows what influence Boone had among them. It has been
intimated that the chiefs realized the futility of further fighting the white
settler or that the Cherokees felt they had no real right to this land as it had
been rather held as neutral territory among several tribes. However, as soon
as they had given their pledge Boone is said to have gone immediately to
Henderson, who repaired at once to Fort Watauga on a branch of the
Holston in North Carolina, where he met 1200 natives in council and
completed the deal in the name of the Transylvania Company. The main
opposition came from an eloquent and powerful chief named Dragging
Canoe,[23] who was able to disrupt proceedings the first day. After his
speech the council broke up in confusion. The next day, however, the
Indians again went into council and the treaty was ratified. Estimates of the
price paid range from “ten wagon loads of cheap goods and whiskey,” to
“the equivalent of ten thousand pounds sterling.”[24]
As soon as the deal was consummated Boone, employed by Henderson,
began the marking and cutting out of a road from Watauga, North Carolina,
Page 59
to Boonesborough, Kentucky. The party numbered about forty men,
consisting of colored men to care for the camp duties and the necessary
pack animals and a body of woodsmen with axes. Boone went ahead and
blazed the way by chopping notches in the sides of trees along the way, the
axmen following cleared away the underbrush and felled and removed such
trees as stood in the way. However, as it was easier to detour than to chop,
usually only small trees were cut. It was not intended that this should be a
wagon road, as wagons had but just made their appearance in this region.
However, it was to be an easily followed way for future settlers. In Boone’s
Autobiography, dictated to John Filson, the matter of the road is referred to
thus:
After the conclusion of which (a campaign against the Shawanese Indians which Boone
commanded by order of Governor Dunmore), the militia was discharged from each garrison, and I,
being relieved from my post, was solicited by a number of North Carolina gentlemen, that were about
purchasing the lands lying on the north side of Kentucky River, from the Cherokee Indians, to attend
their treaty at Wataga, in March, 1755, to negotiate with them, and mention the boundaries of the
purchase. This I accepted; and, at the request of the same gentlemen, undertook to mark out a road in
the best passage from the settlement through the wilderness to Kentucky, with such assistance as I
thought necessary to employ for such an important undertaking.
I soon began this work, having collected a number of enterprising men, well armed. We proceeded
with all possible expedition until we came within fifteen miles of where Boonesborough now stands,
and where we were fired upon by a party of Indians, that killed two, and wounded two of our
number; yet, although surprised and taken at a disadvantage, we stood our ground. This was the 20th
of March, 1775. Three days after, we were fired upon again, and had two men killed and three
wounded. Afterwards we proceeded on to Kentucky River without opposition; and on the 1st of April
began to erect the fort of Boonesborough at a salt lick, about sixty yards from the river on the south
side.
A letter from Captain Boone to Colonel Henderson is quoted by Peck in
his life of Boone, relating to this same enterprise, which shows the
dangerous nature of the work and that even Boone seemed somewhat
worried over the matter:
Dear Colonel: After my compliments to you, I shall acquaint you with our misfortune. On March
the 25th a party of Indians fired on my company about half an hour before day, and killed Mr. Twitty
and his negro, and wounded Mr. Walker very deeply but I hope he will recover.
On March the 28th, as we were hunting for provisions, we found Samuel Tate’s son, who gave us
an account that the Indians fired on their camp on the 27th day. My brother and I went down and
found two men killed and scalped, Thomas McDowell and Jeremiah McPeters. I have sent a man
down to all the lower companies in order to gather them all to the mouth of Otter Creek. My advice
to you, sir, is to come or send as soon as possible. Your company is desired greatly, for the people are
very uneasy, but are willing to stay and venture their lives with you; and now is the time to flusterate
their (the Indians) intentions, and keep the country whilst we are in it. If we give way to them now, it
will ever be the case. This day we start from the battle-ground for the mouth of Otter Creek, where
consisting of colored men to care for the camp duties and the necessary
pack animals and a body of woodsmen with axes. Boone went ahead and
blazed the way by chopping notches in the sides of trees along the way, the
axmen following cleared away the underbrush and felled and removed such
trees as stood in the way. However, as it was easier to detour than to chop,
usually only small trees were cut. It was not intended that this should be a
wagon road, as wagons had but just made their appearance in this region.
However, it was to be an easily followed way for future settlers. In Boone’s
Autobiography, dictated to John Filson, the matter of the road is referred to
thus:
After the conclusion of which (a campaign against the Shawanese Indians which Boone
commanded by order of Governor Dunmore), the militia was discharged from each garrison, and I,
being relieved from my post, was solicited by a number of North Carolina gentlemen, that were about
purchasing the lands lying on the north side of Kentucky River, from the Cherokee Indians, to attend
their treaty at Wataga, in March, 1755, to negotiate with them, and mention the boundaries of the
purchase. This I accepted; and, at the request of the same gentlemen, undertook to mark out a road in
the best passage from the settlement through the wilderness to Kentucky, with such assistance as I
thought necessary to employ for such an important undertaking.
I soon began this work, having collected a number of enterprising men, well armed. We proceeded
with all possible expedition until we came within fifteen miles of where Boonesborough now stands,
and where we were fired upon by a party of Indians, that killed two, and wounded two of our
number; yet, although surprised and taken at a disadvantage, we stood our ground. This was the 20th
of March, 1775. Three days after, we were fired upon again, and had two men killed and three
wounded. Afterwards we proceeded on to Kentucky River without opposition; and on the 1st of April
began to erect the fort of Boonesborough at a salt lick, about sixty yards from the river on the south
side.
A letter from Captain Boone to Colonel Henderson is quoted by Peck in
his life of Boone, relating to this same enterprise, which shows the
dangerous nature of the work and that even Boone seemed somewhat
worried over the matter:
Dear Colonel: After my compliments to you, I shall acquaint you with our misfortune. On March
the 25th a party of Indians fired on my company about half an hour before day, and killed Mr. Twitty
and his negro, and wounded Mr. Walker very deeply but I hope he will recover.
On March the 28th, as we were hunting for provisions, we found Samuel Tate’s son, who gave us
an account that the Indians fired on their camp on the 27th day. My brother and I went down and
found two men killed and scalped, Thomas McDowell and Jeremiah McPeters. I have sent a man
down to all the lower companies in order to gather them all to the mouth of Otter Creek. My advice
to you, sir, is to come or send as soon as possible. Your company is desired greatly, for the people are
very uneasy, but are willing to stay and venture their lives with you; and now is the time to flusterate
their (the Indians) intentions, and keep the country whilst we are in it. If we give way to them now, it
will ever be the case. This day we start from the battle-ground for the mouth of Otter Creek, where
Page 60
we will immediately erect a fort, which will be done before you can come or send; then we can send
ten men to meet you if you send for them.
I am sir, your most obedient,
Daniel Boone.
N. B.—We stood on the ground and guarded our baggage till day, and lost nothing. We have about
fifteen miles to Cantuck at Otter Creek.
The road began “at the settlements,” which were probably in what are
now Sullivan and Hawkins counties. Tennessee, but mostly along the
Watauga River, then thought to be a part of Virginia. The road was a
continuation of the Cherokee trail through the mountains. This trail served
the great migration following the Revolutionary War in Tennessee and
Kentucky. From the settlements there is a westerly course to the Holston
River at Long Island near the site of old Long Island Fort constructed by
Colonel Bird to winter his army during the French and Indian War in 1758.
At this place he received some reinforcements and then continued in a
generally westward direction through country he was more or less familiar
with to the Clinch River, then across the ridge to the Powell River, and
finally to Cumberland Gap, through which he entered the land of
“Kentucke.” Here he arrived at the Warrior’s Trail leading northward, so
called because Kentucky had been a sort of neutral hunting grounds of the
Indians from the North, the Miamis, Shawnees, Wyandots, and others and
of the Cherokees, Creeks, Catawbas, and others, from the South.
Nevertheless the Indians from the South habitually crossed over and fought
those from the North and vice versa, hence a large and much frequented
trail.
ten men to meet you if you send for them.
I am sir, your most obedient,
Daniel Boone.
N. B.—We stood on the ground and guarded our baggage till day, and lost nothing. We have about
fifteen miles to Cantuck at Otter Creek.
The road began “at the settlements,” which were probably in what are
now Sullivan and Hawkins counties. Tennessee, but mostly along the
Watauga River, then thought to be a part of Virginia. The road was a
continuation of the Cherokee trail through the mountains. This trail served
the great migration following the Revolutionary War in Tennessee and
Kentucky. From the settlements there is a westerly course to the Holston
River at Long Island near the site of old Long Island Fort constructed by
Colonel Bird to winter his army during the French and Indian War in 1758.
At this place he received some reinforcements and then continued in a
generally westward direction through country he was more or less familiar
with to the Clinch River, then across the ridge to the Powell River, and
finally to Cumberland Gap, through which he entered the land of
“Kentucke.” Here he arrived at the Warrior’s Trail leading northward, so
called because Kentucky had been a sort of neutral hunting grounds of the
Indians from the North, the Miamis, Shawnees, Wyandots, and others and
of the Cherokees, Creeks, Catawbas, and others, from the South.
Nevertheless the Indians from the South habitually crossed over and fought
those from the North and vice versa, hence a large and much frequented
trail.
Page 61
MAP SHOWING MAIN HIGHWAYS AND WATERWAYS IN UNITED STATES ABOUT 1830
When the Railroads Entered the Industrial Arena, the Country Was Being Covered With a Net
Work of Highways. (Based on Tanner’s Map of 1825 and Turner in “American Nation,” Vol.
XIV.)
Boone appropriated this native route for a distance of about 50 miles to
near the present town of Manchester in Clay County. Here he found a
“street” made by the buffalo, which were wont to travel through the cane-
brakes about five or six abreast, thus with their thousands of hoofs breaking
and hardening a way wide enough for a team and wagon. Turning west he
followed the bisons’ street to Rock Castle River, then turned northward
again to the Kentucky River and the site of Boonesborough. A fort was here
erected by placing stout log cabins with heavy stockades between about a
rectangular space some 150 x 260 feet. A pair of strong wooden gates
furnished ingress and egress. Several times was this fort attacked by
Indians, the last time in 1778, by nearly 500 warriors, but always, because
of the block houses at the corners with their loop-holes and the heavy
barricades, also with loop holes, they were able to withstand the attacks and
finally repulse the Indians.
The first legislature of the Transylvania Republic, as Henderson’s scheme
came to be known, was held here. Boone was a member, as was Harrod
When the Railroads Entered the Industrial Arena, the Country Was Being Covered With a Net
Work of Highways. (Based on Tanner’s Map of 1825 and Turner in “American Nation,” Vol.
XIV.)
Boone appropriated this native route for a distance of about 50 miles to
near the present town of Manchester in Clay County. Here he found a
“street” made by the buffalo, which were wont to travel through the cane-
brakes about five or six abreast, thus with their thousands of hoofs breaking
and hardening a way wide enough for a team and wagon. Turning west he
followed the bisons’ street to Rock Castle River, then turned northward
again to the Kentucky River and the site of Boonesborough. A fort was here
erected by placing stout log cabins with heavy stockades between about a
rectangular space some 150 x 260 feet. A pair of strong wooden gates
furnished ingress and egress. Several times was this fort attacked by
Indians, the last time in 1778, by nearly 500 warriors, but always, because
of the block houses at the corners with their loop-holes and the heavy
barricades, also with loop holes, they were able to withstand the attacks and
finally repulse the Indians.
The first legislature of the Transylvania Republic, as Henderson’s scheme
came to be known, was held here. Boone was a member, as was Harrod
Page 62
from Harrodstown, and other early settlers of Kentucky.
There is no doubt but that this highway and blockhouse fort were of great
assistance in settling and developing the country of Kentucke.
Calk’s Diary. —One of the first parties to make use of Boone’s Trace
was that of Henderson in response to Boone’s letter heretofore quoted. A
naïve diary kept by one of its members, William Calk, is still in existence. It
has been made available by the publications of the Filson Club. Speed[25]
and Dunbar[26] quote it extensively. Theodore (afterward President)
Roosevelt[27] says “the writer’s mind was evidently as vigorous as his
language was terse and untrammeled.” While spelling, capitalization, and
punctuation may not conform to the best modern style it must be
remembered that in those early days there were no public schools. A few
private schools were taught by more or less shiftless school teachers, but the
man who could read and write at all was fortunate. Boone’s schooling, of a
very meager nature, closed when he and some of his schoolmates
exchanged the teacher’s whisky bottle for a similar one doped with tartar
emetic. The sick teacher made a “rough house” with Boone and his
companions but was finally knocked down and the school dismissed.
To return to William Calk’s diary. It is a sort of log or running account of
the trip and events from day to day as they impressed him, from its
beginning March 13, 1775, in Prince William County, Virginia, till he
arrives at Boonesborough. It is certainly a very good commentary on the
early travel conditions. A few of the entries are:
1775, Mon. 13th—I set out from prince wm. to travel to Caintuck on tursday Night our company
all got together at Mr. Priges on rapadon which was Abraham hanks phipip Drake Eanock Smith
Robert Whitledge and myself thiar Abrahms Dogs leg got broke by Drakes Dog.
Wednesday, 15th—We started early from priges made a good days travel and lodge this night at
Mr. Cars on North fork James River.
So he continues with his daily items. It may be interesting to note that
Wedns 22nd—We start early and git to foart Chissel whear we git some good loaf bread and good
whiskey.
On “fryday 24th” they turned out of the main wagon road in order to go
to “Danil Smiths” on the Clinch River, where they arrived Saturday evening
and very hard traveling they found it through the mountains. Those who
have had experience with pack animals in the timber will relish this incident
which occurred soon after the few days’ sojourn at Smith’s.
There is no doubt but that this highway and blockhouse fort were of great
assistance in settling and developing the country of Kentucke.
Calk’s Diary. —One of the first parties to make use of Boone’s Trace
was that of Henderson in response to Boone’s letter heretofore quoted. A
naïve diary kept by one of its members, William Calk, is still in existence. It
has been made available by the publications of the Filson Club. Speed[25]
and Dunbar[26] quote it extensively. Theodore (afterward President)
Roosevelt[27] says “the writer’s mind was evidently as vigorous as his
language was terse and untrammeled.” While spelling, capitalization, and
punctuation may not conform to the best modern style it must be
remembered that in those early days there were no public schools. A few
private schools were taught by more or less shiftless school teachers, but the
man who could read and write at all was fortunate. Boone’s schooling, of a
very meager nature, closed when he and some of his schoolmates
exchanged the teacher’s whisky bottle for a similar one doped with tartar
emetic. The sick teacher made a “rough house” with Boone and his
companions but was finally knocked down and the school dismissed.
To return to William Calk’s diary. It is a sort of log or running account of
the trip and events from day to day as they impressed him, from its
beginning March 13, 1775, in Prince William County, Virginia, till he
arrives at Boonesborough. It is certainly a very good commentary on the
early travel conditions. A few of the entries are:
1775, Mon. 13th—I set out from prince wm. to travel to Caintuck on tursday Night our company
all got together at Mr. Priges on rapadon which was Abraham hanks phipip Drake Eanock Smith
Robert Whitledge and myself thiar Abrahms Dogs leg got broke by Drakes Dog.
Wednesday, 15th—We started early from priges made a good days travel and lodge this night at
Mr. Cars on North fork James River.
So he continues with his daily items. It may be interesting to note that
Wedns 22nd—We start early and git to foart Chissel whear we git some good loaf bread and good
whiskey.
On “fryday 24th” they turned out of the main wagon road in order to go
to “Danil Smiths” on the Clinch River, where they arrived Saturday evening
and very hard traveling they found it through the mountains. Those who
have had experience with pack animals in the timber will relish this incident
which occurred soon after the few days’ sojourn at Smith’s.
Page 63
Thusd 30th—We set out again and went down to Elk gardin and there suplid our Selves With Seed
Corn and irish tators then we went on a little way I turned my hors to drive before me and he got
scard ran away threw Down the Saddle Bags and broke three of our powder goards and Abrams beast
Burst open a walet of corn and lost a good Deal and made a turrable flustration amongst the Reast of
the Horses Drakes mair run against a sapling and nocht it down we cacht them all again and went on
and loged at John Duncans.
They “suplyed” themselves with bacon and meal at “Dunkan’s.” This
was their last chance to get provisions other than the game afforded by the
country. They found this a “verey Bad hilley way.” Were mired in the mud,
fell in the water and got their loads wet. Since they turned off to go to
Smith’s they had been traveling unbroken or dim trails; on “mond 3rd” after
traveling the woods without any track they “git into hendersons Road,” that
is the trail which Boone had recently blazed for the Transylvania Company.
On “Tuesday 4th” they overtook “Col. henderson and his company Bound
for Caintuck,” at Capt. Martin’s where “they were Broiling and Eating Beef
without Bread.” They now formed a company of about “40 men and some
neagros.”
Saturday 8th—We all pack up and started crost Cumberland gap about one oclock this Day. Met a
good many peopel turned back for fear of the indians but our Company goes on Still with good
courage.
News of the depredations of the Indians frightened many and caused
them to turn back. The Henderson party were able to pursuade some of
these to remain. On the 9th they met “another Companey going Back they
tell such News abram and Drake is afraid to go aney farther there we camp
this night.”
However, after many hardships, swollen streams over which they must
sometimes swim their horses, “obliged to toat” the packs over themselves,
they arrived at their destination. Once “Abrams mair Ran into the River
with her load and swam over” he followed her and “got on her and made
her swim back again.” He mentions occasionally Killing game: one
“Eavening two Deer,” another day a “beef,” and again “2 bofelos.” The
writer was evidently disgusted with the uncleanly and unsanitary Drake,
whose dog is mentioned in the first entry, for he notes that “Mr. Drake
Bakes Bread without washing his hands,” which evidently was unusual in
even these frontier times.
After arriving at “Boones foart” they drew “for chois of lots;” some as
will always happen were dissatisfied. This small company, however, must
Corn and irish tators then we went on a little way I turned my hors to drive before me and he got
scard ran away threw Down the Saddle Bags and broke three of our powder goards and Abrams beast
Burst open a walet of corn and lost a good Deal and made a turrable flustration amongst the Reast of
the Horses Drakes mair run against a sapling and nocht it down we cacht them all again and went on
and loged at John Duncans.
They “suplyed” themselves with bacon and meal at “Dunkan’s.” This
was their last chance to get provisions other than the game afforded by the
country. They found this a “verey Bad hilley way.” Were mired in the mud,
fell in the water and got their loads wet. Since they turned off to go to
Smith’s they had been traveling unbroken or dim trails; on “mond 3rd” after
traveling the woods without any track they “git into hendersons Road,” that
is the trail which Boone had recently blazed for the Transylvania Company.
On “Tuesday 4th” they overtook “Col. henderson and his company Bound
for Caintuck,” at Capt. Martin’s where “they were Broiling and Eating Beef
without Bread.” They now formed a company of about “40 men and some
neagros.”
Saturday 8th—We all pack up and started crost Cumberland gap about one oclock this Day. Met a
good many peopel turned back for fear of the indians but our Company goes on Still with good
courage.
News of the depredations of the Indians frightened many and caused
them to turn back. The Henderson party were able to pursuade some of
these to remain. On the 9th they met “another Companey going Back they
tell such News abram and Drake is afraid to go aney farther there we camp
this night.”
However, after many hardships, swollen streams over which they must
sometimes swim their horses, “obliged to toat” the packs over themselves,
they arrived at their destination. Once “Abrams mair Ran into the River
with her load and swam over” he followed her and “got on her and made
her swim back again.” He mentions occasionally Killing game: one
“Eavening two Deer,” another day a “beef,” and again “2 bofelos.” The
writer was evidently disgusted with the uncleanly and unsanitary Drake,
whose dog is mentioned in the first entry, for he notes that “Mr. Drake
Bakes Bread without washing his hands,” which evidently was unusual in
even these frontier times.
After arriving at “Boones foart” they drew “for chois of lots;” some as
will always happen were dissatisfied. This small company, however, must
Page 64
have decided to accept the verdict of chance for Calk writes:
Wednesday 26th—We Begin Building us a house and a plaise of Defense to Keep the indians off
this day we begin to live without bread.
Satterday 29th—We git our house Kivered with Bark and move our things into it at Night and
Bigin houseKeeping Eanock Smith Robert Whitledge and myself.
Thus ends this interesting journal kept under difficult conditions when
ordinary men would have considered it useless labor to make such a record.
There is no doubt but that Boone’s Wilderness Road and Boone’s Fort were
both very instrumental in the settlement of Kentucky and Tennessee. The
territory of Kentucky was separated from Virginia in 1786 and admitted to
the union as a state in 1790, when it had a population, by U. S. Census, of
73,077.
Marquette’s Explorations. —Religious devotion and zeal has done
much for the settlement of North America: the Puritans in New England, the
Quakers in Pennsylvania, the Catholics in Maryland and Canada, and very
much later the Mormons in Utah are familiar examples. A French Jesuit
missionary, Jacques Marquette, who with another, Claude Bablon, had
founded (1668) a settlement at St. Mary’s on the falls between Lakes
Superior and Huron, said to be the first French settlement within the present
boundaries of the United States, had made friends with the Illinois Indians
and learned their language. He also collected the remains of the Huron
tribes at St. Ignace and established a mission there (1671). Marquette had
heard from the Indians many tales of the Great river to the west, and
decided to explore the region along its borders, despite their assertion of
great dangers, that its warriors never spared the stranger, and that monsters
would devour both men and canoes. Traveling with his company up the Fox
River from Green Bay he crossed the portage, which still retains the name
“Portage,” to the headwaters of the Wisconsin. With the explorer Joliet and
five subordinates as companions, he boldly embarked upon the Wisconsin
and floated down its course, knowing not where it would lead nor what
dangers might be in store. After seven days of solitary travel they floated
with inexpressible joy on the broad bosom of the Mississippi, June 17,
1673. They continued their lonely voyage along its placid waters until they
reached the mouth of the Moingona, where were seen evidences of
habitation. Fourteen miles in the interior was a native village. They said
they were received most friendly with a calumet, invited into their
dwellings, and feasted. They explained their religious doctrines and were
Wednesday 26th—We Begin Building us a house and a plaise of Defense to Keep the indians off
this day we begin to live without bread.
Satterday 29th—We git our house Kivered with Bark and move our things into it at Night and
Bigin houseKeeping Eanock Smith Robert Whitledge and myself.
Thus ends this interesting journal kept under difficult conditions when
ordinary men would have considered it useless labor to make such a record.
There is no doubt but that Boone’s Wilderness Road and Boone’s Fort were
both very instrumental in the settlement of Kentucky and Tennessee. The
territory of Kentucky was separated from Virginia in 1786 and admitted to
the union as a state in 1790, when it had a population, by U. S. Census, of
73,077.
Marquette’s Explorations. —Religious devotion and zeal has done
much for the settlement of North America: the Puritans in New England, the
Quakers in Pennsylvania, the Catholics in Maryland and Canada, and very
much later the Mormons in Utah are familiar examples. A French Jesuit
missionary, Jacques Marquette, who with another, Claude Bablon, had
founded (1668) a settlement at St. Mary’s on the falls between Lakes
Superior and Huron, said to be the first French settlement within the present
boundaries of the United States, had made friends with the Illinois Indians
and learned their language. He also collected the remains of the Huron
tribes at St. Ignace and established a mission there (1671). Marquette had
heard from the Indians many tales of the Great river to the west, and
decided to explore the region along its borders, despite their assertion of
great dangers, that its warriors never spared the stranger, and that monsters
would devour both men and canoes. Traveling with his company up the Fox
River from Green Bay he crossed the portage, which still retains the name
“Portage,” to the headwaters of the Wisconsin. With the explorer Joliet and
five subordinates as companions, he boldly embarked upon the Wisconsin
and floated down its course, knowing not where it would lead nor what
dangers might be in store. After seven days of solitary travel they floated
with inexpressible joy on the broad bosom of the Mississippi, June 17,
1673. They continued their lonely voyage along its placid waters until they
reached the mouth of the Moingona, where were seen evidences of
habitation. Fourteen miles in the interior was a native village. They said
they were received most friendly with a calumet, invited into their
dwellings, and feasted. They explained their religious doctrines and were
Page 65
sent away with the gift of a calumet or peace pipe embellished with the
heads and necks of various colored bright and beautiful birds.
They sailed along their solitary way and were soon rewarded by hearing
the rush of the swifter, more turbulent, muddy waters of the Missouri,
which seemed from thereon to enhance the speed of the current. They went
on past the mouths of the Ohio and the Arkansas, where they found savages
who spoke a new tongue and were armed with guns, proof that they had
trafficked with the Spaniards from the Gulf of Mexico, or with the English
from Virginia. These exhibiting hostility which was only allayed by the
peace pipe, they retreated and sailed back up the river. When Marquette
reached the Illinois he entered and ascended that river where he beheld the
magnificent fertility and coloring inuring to the late summer and early
autumn of the extensive plains and vast wooded tracts of Illinois. An easy
portage brought him to the Chicago River, a short stream whose waters are
now reversed and flow into the Illinois. Some authorities claim Marquette
to have been the first white man to set foot upon the site of Chicago (1673).
Others[28] state that the French Jesuit Nicholas Perrot and his party of fur
traders pitched their tent on its prairies the latter part of 1669.
To Marquette, however, belongs the honor of discovering two very
important routes to the Mississippi Valley; the one by way of the Fox and
Wisconsin Rivers, and the other by way of the Illinois. Unfortunately the
hardships of this journey undermined his health and the next year (1674) a
half hour after he had retired for devotion to a small altar of stones on the
banks of a little stream now called by his name, he was found dead. Thus
judged by the extent and value of the territory traversed, passed away, at the
early age of thirty-one, one of our country’s greatest explorers.
The Lewis and Clark Expedition. —Another exploring expedition
sought a path to extend the commerce of the United States in the far Oregon
country. The great Rocky Mountain ranges precluded direct approach. The
idea had evidently fastened itself upon Thomas Jefferson, even before he
became president, that the Missouri River might be made the highway
across the continent, and that trade and commerce thus engendered would
inure to the benefit of the country. Also being a highly educated man, he
was deeply interested in extending the geographical and biological
knowledge of this vast region even though no remuneration to the nation
might come therefrom. Furthermore, it is possible, he desired to secure the
territories beyond the Rockies as a part of the country, but he was too
heads and necks of various colored bright and beautiful birds.
They sailed along their solitary way and were soon rewarded by hearing
the rush of the swifter, more turbulent, muddy waters of the Missouri,
which seemed from thereon to enhance the speed of the current. They went
on past the mouths of the Ohio and the Arkansas, where they found savages
who spoke a new tongue and were armed with guns, proof that they had
trafficked with the Spaniards from the Gulf of Mexico, or with the English
from Virginia. These exhibiting hostility which was only allayed by the
peace pipe, they retreated and sailed back up the river. When Marquette
reached the Illinois he entered and ascended that river where he beheld the
magnificent fertility and coloring inuring to the late summer and early
autumn of the extensive plains and vast wooded tracts of Illinois. An easy
portage brought him to the Chicago River, a short stream whose waters are
now reversed and flow into the Illinois. Some authorities claim Marquette
to have been the first white man to set foot upon the site of Chicago (1673).
Others[28] state that the French Jesuit Nicholas Perrot and his party of fur
traders pitched their tent on its prairies the latter part of 1669.
To Marquette, however, belongs the honor of discovering two very
important routes to the Mississippi Valley; the one by way of the Fox and
Wisconsin Rivers, and the other by way of the Illinois. Unfortunately the
hardships of this journey undermined his health and the next year (1674) a
half hour after he had retired for devotion to a small altar of stones on the
banks of a little stream now called by his name, he was found dead. Thus
judged by the extent and value of the territory traversed, passed away, at the
early age of thirty-one, one of our country’s greatest explorers.
The Lewis and Clark Expedition. —Another exploring expedition
sought a path to extend the commerce of the United States in the far Oregon
country. The great Rocky Mountain ranges precluded direct approach. The
idea had evidently fastened itself upon Thomas Jefferson, even before he
became president, that the Missouri River might be made the highway
across the continent, and that trade and commerce thus engendered would
inure to the benefit of the country. Also being a highly educated man, he
was deeply interested in extending the geographical and biological
knowledge of this vast region even though no remuneration to the nation
might come therefrom. Furthermore, it is possible, he desired to secure the
territories beyond the Rockies as a part of the country, but he was too
Page 66
shrewd to make plain statements to that effect. His shrewdness and the
business sagacity of Livingston, minister to France, coupled with the
financial straits of Napoleon resulted in obtaining an extensive portion of
the country without which the United States could not have developed into
a strong well-bound nation reaching from coast to coast. Whether Mr.
Jefferson would have attempted to take this country by force matters not
now. The fact that the Lewis and Clark military expedition was ready to
start almost as soon as the purchase was made, lends suspicion to that idea.
The nomination of Monroe to be Minister to France, the man whom
Jefferson expected to conduct the Louisiana negotiations, and who arrived
in France just in time to see them completed by Livingston, was made
January 11, 1803; while the message proposing the expedition was
submitted January 18; the treaty of cession for the purchase was signed
May 2; and during that same month the expedition which had previously
organized left its winter quarters about a day’s journey from St. Louis, and
proceeded up the Missouri River. The expedition consisted of forty-five
persons in three boats, one a flat boat decked over at the ends and two
pirogues[29] together with a number of horses which were to be driven along
the bank for the use of the hunters. The personnel consisted of the two
officers, Captain Meriwether Lewis and Lieutenant (by courtesy Captain)
William Clark, both of whom were from families already distinguished in
border service; twenty-seven men who expected to make the entire journey;
seven soldiers and nine voyageurs who were to go only to the Mandan
villages of the Missouri, where the party would winter. Of the twenty-seven
permanent members one was a half-breed hunter who would also act as
interpreter, two were French voyageurs, and one a negro servant of Clark.
All, except the black slave, were enlisted in the army that discipline might
be secured. Their progress was necessarily slow and a full account of it
reads like a romance. They of course had to live off the country as they
proceeded. There was no roadway along the river, often the brush was thick
and the grass high; the river with its turbulent waters, snags, and sand bars
made navigation difficult; flies and mosquitoes, those pests of bottom and
marshy land, were abundant. They had some trouble with the Sioux Indians,
but Captains Lewis and Clark were evidently able to cope with them
successfully. They reached a point near the present site of Bismarck, N.D.,
that summer. This region was occupied by the Mandan Indians, who lived
in villages of rather permanent character. Among these they found some
business sagacity of Livingston, minister to France, coupled with the
financial straits of Napoleon resulted in obtaining an extensive portion of
the country without which the United States could not have developed into
a strong well-bound nation reaching from coast to coast. Whether Mr.
Jefferson would have attempted to take this country by force matters not
now. The fact that the Lewis and Clark military expedition was ready to
start almost as soon as the purchase was made, lends suspicion to that idea.
The nomination of Monroe to be Minister to France, the man whom
Jefferson expected to conduct the Louisiana negotiations, and who arrived
in France just in time to see them completed by Livingston, was made
January 11, 1803; while the message proposing the expedition was
submitted January 18; the treaty of cession for the purchase was signed
May 2; and during that same month the expedition which had previously
organized left its winter quarters about a day’s journey from St. Louis, and
proceeded up the Missouri River. The expedition consisted of forty-five
persons in three boats, one a flat boat decked over at the ends and two
pirogues[29] together with a number of horses which were to be driven along
the bank for the use of the hunters. The personnel consisted of the two
officers, Captain Meriwether Lewis and Lieutenant (by courtesy Captain)
William Clark, both of whom were from families already distinguished in
border service; twenty-seven men who expected to make the entire journey;
seven soldiers and nine voyageurs who were to go only to the Mandan
villages of the Missouri, where the party would winter. Of the twenty-seven
permanent members one was a half-breed hunter who would also act as
interpreter, two were French voyageurs, and one a negro servant of Clark.
All, except the black slave, were enlisted in the army that discipline might
be secured. Their progress was necessarily slow and a full account of it
reads like a romance. They of course had to live off the country as they
proceeded. There was no roadway along the river, often the brush was thick
and the grass high; the river with its turbulent waters, snags, and sand bars
made navigation difficult; flies and mosquitoes, those pests of bottom and
marshy land, were abundant. They had some trouble with the Sioux Indians,
but Captains Lewis and Clark were evidently able to cope with them
successfully. They reached a point near the present site of Bismarck, N.D.,
that summer. This region was occupied by the Mandan Indians, who lived
in villages of rather permanent character. Among these they found some
Page 67
who had traveled far toward the headwaters of the Missouri. One woman,
known as the Bird Woman, was especially helpful to them. She had been
captured some time previously from a mountain tribe and according to
Indian custom married to one of their own number, a half breed. During the
stay at winter quarters, in addition to writing up their journals and records
very carefully, they cultivated the acquaintance of this woman. She, with
her half breed husband and small child, accompanied the expedition when it
began its onward journey in the spring of 1805. There was real need for
them not only to act as guides and interpreters, but to replace those who had
been sent back down the river with reports of the progress and observations
of the expedition up to this time. Part of the duties of the expedition, as
heretofore intimated, was to note the character and productivity of the land,
as well as the nature and number of Indians found and general information
concerning them and their mode of living.
When the falls of the Missouri were reached there seemed to be an
impasse. But from logs and other timbers found there they constructed a
crude wagon on which their supplies and equipment were transported to the
river above. They had brought with them the iron framework of a smaller
boat than those used heretofore with the idea of covering it with stretched
skins. They found difficulty, however, in getting it watertight. They
attempted to get pitch by heating pine tree trunks but were again
unsuccessful. They resorted finally to a combination of powdered charcoal,
beeswax, and buffalo tallow—practically natural products of the land. The
boat floated nicely and they were greatly encouraged but when it was taken
from the water the mixture dropped off and the seams opened up. Lewis
finally gave up the attempt and buried the framework and built canoes
according to the Indian fashion. In passing up they came to forks in the
river and were often at a loss which to take. By conference with the Indian
woman and reports of scouts sent ahead they were usually fortunate in
choosing the right course. Being explorers of a new country they assigned
names to the rivers as they discovered them. At three forks, they called the
rivers, Gallatin, Madison, and Jefferson, names which they still retain.
Three branches of the Jefferson were Philosophy, Philanthropy, and
Wisdom; these names have not remained—probably they were too fanciful
—the Philanthropy is now the odoriferous Stinking Water.
They followed up the Jefferson until it became too shallow and
precipitous to navigate longer. Lewis started out overland into the interior
known as the Bird Woman, was especially helpful to them. She had been
captured some time previously from a mountain tribe and according to
Indian custom married to one of their own number, a half breed. During the
stay at winter quarters, in addition to writing up their journals and records
very carefully, they cultivated the acquaintance of this woman. She, with
her half breed husband and small child, accompanied the expedition when it
began its onward journey in the spring of 1805. There was real need for
them not only to act as guides and interpreters, but to replace those who had
been sent back down the river with reports of the progress and observations
of the expedition up to this time. Part of the duties of the expedition, as
heretofore intimated, was to note the character and productivity of the land,
as well as the nature and number of Indians found and general information
concerning them and their mode of living.
When the falls of the Missouri were reached there seemed to be an
impasse. But from logs and other timbers found there they constructed a
crude wagon on which their supplies and equipment were transported to the
river above. They had brought with them the iron framework of a smaller
boat than those used heretofore with the idea of covering it with stretched
skins. They found difficulty, however, in getting it watertight. They
attempted to get pitch by heating pine tree trunks but were again
unsuccessful. They resorted finally to a combination of powdered charcoal,
beeswax, and buffalo tallow—practically natural products of the land. The
boat floated nicely and they were greatly encouraged but when it was taken
from the water the mixture dropped off and the seams opened up. Lewis
finally gave up the attempt and buried the framework and built canoes
according to the Indian fashion. In passing up they came to forks in the
river and were often at a loss which to take. By conference with the Indian
woman and reports of scouts sent ahead they were usually fortunate in
choosing the right course. Being explorers of a new country they assigned
names to the rivers as they discovered them. At three forks, they called the
rivers, Gallatin, Madison, and Jefferson, names which they still retain.
Three branches of the Jefferson were Philosophy, Philanthropy, and
Wisdom; these names have not remained—probably they were too fanciful
—the Philanthropy is now the odoriferous Stinking Water.
They followed up the Jefferson until it became too shallow and
precipitous to navigate longer. Lewis started out overland into the interior
Page 68
hoping to find an Indian habitation and someone who would guide him to
waters flowing Pacificward. Game, which had been very abundant
practically all the way, was here scarce and the company were often hungry,
and very likely despondent. After arduous and weary wandering Lewis
came across an old Indian woman and some girls. They were afraid of him
and bowed their heads for execution. Instead he gave them trinkets and face
paint. The men of the tribe having come up he with difficulty persuaded
them to go with him to the river where the “Bird Woman” who had come
with them from the Mandan village was recognized as the sister of the chief
of the band with which Lewis had fortunately come in contact.
Their food up to this time, which was mostly meat, was easily supplied
from the numerous herds of buffalo, elk, deer, and antelope; from flocks of
wild fowl, and prairie chickens; and from several varieties of fish found in
the waters. “On the return voyage, when Clark was descending the
Yellowstone River, a vast herd of buffalo, swimming and wading, plowed
its way across the stream where it was a mile wide, in a column so thick
that explorers had to draw up on shore and wait for an hour, until it passed
by, before continuing their journey.”[30] They frequently found hungry
wolves, grizzly bears, and rattlesnakes which gave them more or less
trouble, but they complained mostly of the mosquitoes.
But now having left the open country they found game very scarce. The
Indians occasionally brought them a Rocky Mountain sheep but they
themselves claim never to have seen one alive. After a short exploration in
the region of the headwaters of the Jefferson they decided to continue
toward the west. So purchasing ponies from the Indians and cacheing most
of their goods went on until the rivers were again passable for boats, where
making new canoes they again took to the waters and voyaged to the mouth
of the Columbia. Hunger harassed them, while rapids and whirlpools made
their downward travel very disagreeable. The Indians on the lower reaches
were generally friendly but their food consisted largely of dog meat, which
at first was nauseating; however, after awhile they became reconciled to the
Indians’ favorite dish.
The party wintered on the coast at a post they named Fort Clatsch. The
damp winds here were cold and raw and to persons used to active outdoor
life the winter’s enforced idleness cloyed, and they were glad when spring
came and they could turn back. The streams toward the mountains are very
swift so much of the return journey to the place where they had left their
waters flowing Pacificward. Game, which had been very abundant
practically all the way, was here scarce and the company were often hungry,
and very likely despondent. After arduous and weary wandering Lewis
came across an old Indian woman and some girls. They were afraid of him
and bowed their heads for execution. Instead he gave them trinkets and face
paint. The men of the tribe having come up he with difficulty persuaded
them to go with him to the river where the “Bird Woman” who had come
with them from the Mandan village was recognized as the sister of the chief
of the band with which Lewis had fortunately come in contact.
Their food up to this time, which was mostly meat, was easily supplied
from the numerous herds of buffalo, elk, deer, and antelope; from flocks of
wild fowl, and prairie chickens; and from several varieties of fish found in
the waters. “On the return voyage, when Clark was descending the
Yellowstone River, a vast herd of buffalo, swimming and wading, plowed
its way across the stream where it was a mile wide, in a column so thick
that explorers had to draw up on shore and wait for an hour, until it passed
by, before continuing their journey.”[30] They frequently found hungry
wolves, grizzly bears, and rattlesnakes which gave them more or less
trouble, but they complained mostly of the mosquitoes.
But now having left the open country they found game very scarce. The
Indians occasionally brought them a Rocky Mountain sheep but they
themselves claim never to have seen one alive. After a short exploration in
the region of the headwaters of the Jefferson they decided to continue
toward the west. So purchasing ponies from the Indians and cacheing most
of their goods went on until the rivers were again passable for boats, where
making new canoes they again took to the waters and voyaged to the mouth
of the Columbia. Hunger harassed them, while rapids and whirlpools made
their downward travel very disagreeable. The Indians on the lower reaches
were generally friendly but their food consisted largely of dog meat, which
at first was nauseating; however, after awhile they became reconciled to the
Indians’ favorite dish.
The party wintered on the coast at a post they named Fort Clatsch. The
damp winds here were cold and raw and to persons used to active outdoor
life the winter’s enforced idleness cloyed, and they were glad when spring
came and they could turn back. The streams toward the mountains are very
swift so much of the return journey to the place where they had left their
Page 69
horses with the Nez Percé Indians had to be made on foot. Upon again
securing their horses they separated at the top of the divide, Lewis returning
by way of the Missouri and Clark going by way of the Yellowstone. Clark
for a portion of the way subdivided his party in order that the maximum
territory might be explored. They met again at the confluence of the
Missouri and Yellowstone and concluded their expedition at St. Louis,
September 23, 1806. Thus ended a marvelous journey of three and a third
years through a wilderness beset with many dangers, inhabited by savage
tribes, venomous reptiles, and ferocious beasts; but a wilderness on the
whole extremely friendly, abounding in succulent vegetation and edible
game, and endowed with a healthful and invigorating climate. During all
this time, notwithstanding hardships and exposures, one man only had died,
one had deserted and not more than two Indians had been killed.[31] To
Lewis and Clark for their ability to handle men, for their courage, and
fidelity should be given much praise.
Upon the report of this expedition being made public very many hunters,
trappers and fur traders came to the lands beyond the Missouri. These in
turn were followed by bona-fide settlers. Soon this country was furnishing
supplies for those farther east, the great rivers Missouri, Mississippi, and
Ohio being busy routes of internal commerce. As a result of Lewis and
Clark’s labors the United States was able to lay claim to the Oregon country
some years later. The door was opened for the development of a vast empire
with versatile resources far beyond the fabled riches of the far east.
Transcontinental Trails. —Following the purchase of the Louisiana
territory there was, of course, an extension of settlement to the prairies
beyond the Missouri. The State of Missouri was early occupied and became
a state in 1821, but it was many years later before other portions of the
Louisiana Purchase were sufficiently settled to become territories.[32] The
settlement of these lands, together with the opening up of Oregon and later
California with its great gold rush, created a demand for transcontinental
roads. The mountain ranges were searched for passes, possibly not so much
for the purposes of settlement as means for going to and coming from fur
trading posts which large companies established throughout the whole
Rocky Mountain region. St. Louis became the greatest fur center in the
world, a position which she probably holds still.[33] Provost, leader of a
detachment of the Rocky Mountain Fur Company (Wm. H. Ashley, of
Virginia, founder), found the South Pass by way of the Sweetwater branch
securing their horses they separated at the top of the divide, Lewis returning
by way of the Missouri and Clark going by way of the Yellowstone. Clark
for a portion of the way subdivided his party in order that the maximum
territory might be explored. They met again at the confluence of the
Missouri and Yellowstone and concluded their expedition at St. Louis,
September 23, 1806. Thus ended a marvelous journey of three and a third
years through a wilderness beset with many dangers, inhabited by savage
tribes, venomous reptiles, and ferocious beasts; but a wilderness on the
whole extremely friendly, abounding in succulent vegetation and edible
game, and endowed with a healthful and invigorating climate. During all
this time, notwithstanding hardships and exposures, one man only had died,
one had deserted and not more than two Indians had been killed.[31] To
Lewis and Clark for their ability to handle men, for their courage, and
fidelity should be given much praise.
Upon the report of this expedition being made public very many hunters,
trappers and fur traders came to the lands beyond the Missouri. These in
turn were followed by bona-fide settlers. Soon this country was furnishing
supplies for those farther east, the great rivers Missouri, Mississippi, and
Ohio being busy routes of internal commerce. As a result of Lewis and
Clark’s labors the United States was able to lay claim to the Oregon country
some years later. The door was opened for the development of a vast empire
with versatile resources far beyond the fabled riches of the far east.
Transcontinental Trails. —Following the purchase of the Louisiana
territory there was, of course, an extension of settlement to the prairies
beyond the Missouri. The State of Missouri was early occupied and became
a state in 1821, but it was many years later before other portions of the
Louisiana Purchase were sufficiently settled to become territories.[32] The
settlement of these lands, together with the opening up of Oregon and later
California with its great gold rush, created a demand for transcontinental
roads. The mountain ranges were searched for passes, possibly not so much
for the purposes of settlement as means for going to and coming from fur
trading posts which large companies established throughout the whole
Rocky Mountain region. St. Louis became the greatest fur center in the
world, a position which she probably holds still.[33] Provost, leader of a
detachment of the Rocky Mountain Fur Company (Wm. H. Ashley, of
Virginia, founder), found the South Pass by way of the Sweetwater branch
Page 70
of the North Fork of the Platte River, 1823. This pass held preëminence as a
crossing through the Rockies to the great interior basin and to the Pacific
coast. Already has been mentioned the crossing of Lewis and Clark in the
North. Bridger discovered the pass in Southern Wyoming bearing his name,
about 1824. This defile though wide enough for an army to pass through
seems narrow because of its lateral walls of red granite and metamorphic
sandstone extending almost perpendicularly from 1000 to 25,000 feet. The
overland mail route prior to the building of the Union Pacific Railroad was
through this pass. Jedediah Smith, who succeeded Ashley as head of the
Rocky Mountain Fur Company, explored practically all the region from
Great Salt Lake to the Pacific, and from San Diego to the upper Columbia
River in Canada. To him is the world indebted for its first knowledge of
much of the vast region west of Salt Lake as by other active members of
this company was revealed the sources of the Platte, the Yellowstone, the
Green and the Snake Rivers, and possible routes through the almost
impassable mountains drained by them. New England was especially
interested in the Oregon country and through men from there the Humboldt
River route was discovered.
During this same period there were being opened up trade and trade
routes with the Spanish possessions farther south. In 1822 a wagon train
was taken from Missouri to Santa Fé by a man named Beckwith to trade for
horses and mules, and trap along the way. For years St. Louis was
headquarters for many overland traders to these regions, taking to them
cloths and other manufactured goods and bringing back furs, silver, mules,
and horses.
crossing through the Rockies to the great interior basin and to the Pacific
coast. Already has been mentioned the crossing of Lewis and Clark in the
North. Bridger discovered the pass in Southern Wyoming bearing his name,
about 1824. This defile though wide enough for an army to pass through
seems narrow because of its lateral walls of red granite and metamorphic
sandstone extending almost perpendicularly from 1000 to 25,000 feet. The
overland mail route prior to the building of the Union Pacific Railroad was
through this pass. Jedediah Smith, who succeeded Ashley as head of the
Rocky Mountain Fur Company, explored practically all the region from
Great Salt Lake to the Pacific, and from San Diego to the upper Columbia
River in Canada. To him is the world indebted for its first knowledge of
much of the vast region west of Salt Lake as by other active members of
this company was revealed the sources of the Platte, the Yellowstone, the
Green and the Snake Rivers, and possible routes through the almost
impassable mountains drained by them. New England was especially
interested in the Oregon country and through men from there the Humboldt
River route was discovered.
During this same period there were being opened up trade and trade
routes with the Spanish possessions farther south. In 1822 a wagon train
was taken from Missouri to Santa Fé by a man named Beckwith to trade for
horses and mules, and trap along the way. For years St. Louis was
headquarters for many overland traders to these regions, taking to them
cloths and other manufactured goods and bringing back furs, silver, mules,
and horses.
Page 71
TRANSCONTINENTAL TRAILS IN THE UNITED STATES
The Oregon Trail, the Santa Fé Trail, the Spanish Trail and the Gila
Route, had become quite well known by the early ’thirties and after the
discovery of gold in California in ’forty-nine carried many people and much
traffic across the continent.
Origin of the Oregon Trail. —At Bellevue the Nebraska State Historical
Society erected, June 23, 1910, a monument a part of the inscription on
which reads:
Commemorative of the Astorian Expedition organized June 23, 1810, by John Jacob Astor’s
American Fur Company. This Expedition discovered the Oregon Trail which spread knowledge of
the Nebraska country leading to its occupancy by white people.
John Jacob Astor’s purpose in organizing the Pacific Fur Company, a
subsidiary of the American Fur Company, was to establish himself and
American control in the already disputed Oregon country.[34] As a result
two expeditions were fitted out to go to and establish trading posts in
Oregon with a central control or main post at Astoria. One of these
expeditions went by water around Cape Horn to “carry out the people,
stores, ammunition and merchandise, requisite for establishing a fortified
trading post at the mouth of the Columbia River.” The other “conducted by
Mr. Hunt, was to proceed up the Missouri, and across the Rocky Mountains,
The Oregon Trail, the Santa Fé Trail, the Spanish Trail and the Gila
Route, had become quite well known by the early ’thirties and after the
discovery of gold in California in ’forty-nine carried many people and much
traffic across the continent.
Origin of the Oregon Trail. —At Bellevue the Nebraska State Historical
Society erected, June 23, 1910, a monument a part of the inscription on
which reads:
Commemorative of the Astorian Expedition organized June 23, 1810, by John Jacob Astor’s
American Fur Company. This Expedition discovered the Oregon Trail which spread knowledge of
the Nebraska country leading to its occupancy by white people.
John Jacob Astor’s purpose in organizing the Pacific Fur Company, a
subsidiary of the American Fur Company, was to establish himself and
American control in the already disputed Oregon country.[34] As a result
two expeditions were fitted out to go to and establish trading posts in
Oregon with a central control or main post at Astoria. One of these
expeditions went by water around Cape Horn to “carry out the people,
stores, ammunition and merchandise, requisite for establishing a fortified
trading post at the mouth of the Columbia River.” The other “conducted by
Mr. Hunt, was to proceed up the Missouri, and across the Rocky Mountains,
Page 72
to the same point: exploring a line of communication across the continent,
and noting the place where interior trading posts might be established.”[35]
The overland expedition, consisting of about sixty men with four boats
left their winter quarters in Missouri and proceeded up the river in the
spring of 1811. They deviated somewhat from Lewis and Clark’s route by
leaving the Missouri River at the mouth of the Grand River, near where the
Pacific extension of the Chicago, Milwaukee, and St. Paul railroad crosses.
They seem to have gone across the country north of the Black Hills into
Wyoming to the Wind River and Wind Mountains south of the Yellowstone
Park, using present-day terms for locations; thence a short distance to the
head waters of the Snake River, a part of the Lewis and Clark route, which
with some deviations they followed to the Columbia. At the mouth of the
Columbia they met the sea party, and on July 28, 1812, a party of six men
started back with dispatches. They wintered near Scott’s Bluff, Nebraska,
having crossed the mountains substantially along the line afterwards known
as the Oregon Trail. In the spring of 1813 they continued down the Platte to
the Missouri. This trip proved the possibility of a direct route avoiding the
long roundabout journey by way of the headwaters of the Missouri River.
The evolution of the Oregon Trail has been summarized by Albert Watkins,
Historian of the Nebraska State Historical Society, in Collections, Vol. XVI,
p. 26, as follows:[36]
The Missouri Fur Company sent an expedition of 150 men to the upper waters of the Missouri in
1809. The powerful and ferocious Black Feet Indians, who were the providence of the Oregon Trail,
discouraged the attempts of these men to gain permanent foothold there. Part of them retreated and
another part, headed by the intrepid Henry, crossed the mountain divide in the fall of 1810 and
established Fort Henry on Henry’s Fork of the Snake River. This was the beginning of the southern
movement. In 1821 Pilcher, who succeeded Lisa as head of the Missouri Fur Company, made another
attempt at a foothold in the Black Feet country, but was forced back. Ashley, leader of the Rocky
Mountain Fur Company, organized in 1822, was also beaten back in 1823. By this time Henry was
discouraged about holding on to the upper Missouri and turned his attention to permanent
exploitation of the Green River valley. In that year Provost made the important discovery of South
Pass. In 1824, Ashley conducted an expedition to the lower fields along the regular trail except that
he went to Council Bluff and from there west up the Platte Valley. In 1830, his great lieutenants,
Smith, Jackson and Sublette, went west with a train of fourteen wagons—the first to go to the
mountains over the cut-off; that is, up the Little Blue valley to its head, across to the Platte, following
the river to the mountains. In 1832 Bonneville also went over the cut-off and took a wagon train over
the South Pass, the first wagons to cross the mountains. In 1832 Nathaniel Wyeth went over the cut-
off to Oregon, but did not take wagons over the mountainous part of the course. In 1836 Marcus
Whitman, one of the intrepid winners and founders of Oregon, went almost through to the Columbia
with a wagon, thus demonstrating and illustrating the practicability of a transcontinental road for all
purposes. The Oregon Trail was now clearly outlined. It was thoroughly established in 1842 by the
aggressive Oregon emigration.
and noting the place where interior trading posts might be established.”[35]
The overland expedition, consisting of about sixty men with four boats
left their winter quarters in Missouri and proceeded up the river in the
spring of 1811. They deviated somewhat from Lewis and Clark’s route by
leaving the Missouri River at the mouth of the Grand River, near where the
Pacific extension of the Chicago, Milwaukee, and St. Paul railroad crosses.
They seem to have gone across the country north of the Black Hills into
Wyoming to the Wind River and Wind Mountains south of the Yellowstone
Park, using present-day terms for locations; thence a short distance to the
head waters of the Snake River, a part of the Lewis and Clark route, which
with some deviations they followed to the Columbia. At the mouth of the
Columbia they met the sea party, and on July 28, 1812, a party of six men
started back with dispatches. They wintered near Scott’s Bluff, Nebraska,
having crossed the mountains substantially along the line afterwards known
as the Oregon Trail. In the spring of 1813 they continued down the Platte to
the Missouri. This trip proved the possibility of a direct route avoiding the
long roundabout journey by way of the headwaters of the Missouri River.
The evolution of the Oregon Trail has been summarized by Albert Watkins,
Historian of the Nebraska State Historical Society, in Collections, Vol. XVI,
p. 26, as follows:[36]
The Missouri Fur Company sent an expedition of 150 men to the upper waters of the Missouri in
1809. The powerful and ferocious Black Feet Indians, who were the providence of the Oregon Trail,
discouraged the attempts of these men to gain permanent foothold there. Part of them retreated and
another part, headed by the intrepid Henry, crossed the mountain divide in the fall of 1810 and
established Fort Henry on Henry’s Fork of the Snake River. This was the beginning of the southern
movement. In 1821 Pilcher, who succeeded Lisa as head of the Missouri Fur Company, made another
attempt at a foothold in the Black Feet country, but was forced back. Ashley, leader of the Rocky
Mountain Fur Company, organized in 1822, was also beaten back in 1823. By this time Henry was
discouraged about holding on to the upper Missouri and turned his attention to permanent
exploitation of the Green River valley. In that year Provost made the important discovery of South
Pass. In 1824, Ashley conducted an expedition to the lower fields along the regular trail except that
he went to Council Bluff and from there west up the Platte Valley. In 1830, his great lieutenants,
Smith, Jackson and Sublette, went west with a train of fourteen wagons—the first to go to the
mountains over the cut-off; that is, up the Little Blue valley to its head, across to the Platte, following
the river to the mountains. In 1832 Bonneville also went over the cut-off and took a wagon train over
the South Pass, the first wagons to cross the mountains. In 1832 Nathaniel Wyeth went over the cut-
off to Oregon, but did not take wagons over the mountainous part of the course. In 1836 Marcus
Whitman, one of the intrepid winners and founders of Oregon, went almost through to the Columbia
with a wagon, thus demonstrating and illustrating the practicability of a transcontinental road for all
purposes. The Oregon Trail was now clearly outlined. It was thoroughly established in 1842 by the
aggressive Oregon emigration.
Page 73
The Final Trail. —The Trail as finally adopted and used by emigrants
and freighters to Oregon in the “forties” started from Independence and
Westport (outfitting stations near the present metropolis of Kansas City,
Missouri) then followed in a general way the Kansas, Big Blue, and Little
Blue Rivers to near the Platte, crossing over to the latter river a short
distance west of the present city of Kearney. The trail here proceeded up the
South bank to the forks, and from there up the North Fork to the
Sweetwater which it followed through South Pass. Thence it bore
southwestward, westward, and northwestward to the Snake River which
was followed to a point about west of Boise where a cutoff was made
through the Blue Mountains arriving at the Columbia River about the mouth
of the Umatilla, thence down the Columbia to the Pacific Ocean.
Salt Lake Trail. —Many variations of the above described trail were in
use. Travelers up the Missouri River disembarked at St. Joseph, Nebraska
City, Plattsmouth and especially at Council Bluffs. The great Mormon trek
was made from the last-named place. They reached the Platte River west of
Omaha and followed it on the north bank, paralleling the Oregon Trail from
Fort Kearney to Fort Laramie, where they crossed over and joined with the
Oregon Trail through South Pass then leaving that trail turned south and
west to Great Salt Lake.
Later California Trail. —A continuation of the Salt Lake route north of
Great Salt Lake and along the Humboldt River, across the desert to near
Lake Tahoe, where there was a crossing through the Sierra Nevada
Mountains, the Truckee Pass, thence to the Gold Diggings or across
California by way of the American and Sacramento Rivers, was a trail very
popular to California gold miners and was afterwards used by the overland
stage, and known as the Later California Trail.
Santa Fé Trail. —This road passed westward and a little south to the
Arkansas River, which it followed to Bent’s Fort (Colorado), thence up
Timpas Creek and over the Raton Pass to Las Vegas (New Mexico). Then
westward through Apache Cañon to Santa Fé. This trail was too rough for
wagon traffic, so later a route which crossed over south from the Arkansas
to the Cimarron and meeting the old trail at Las Vegas was used.
Gila and Spanish Trails. —Two routes were possible from Santa Fé.
One southwestward by way of the Rio Grande and Gila Rivers into
southern California. The other took a northwesterly direction up the Chama
River, down the Dolores Valley, and across to the Grand River near the
and freighters to Oregon in the “forties” started from Independence and
Westport (outfitting stations near the present metropolis of Kansas City,
Missouri) then followed in a general way the Kansas, Big Blue, and Little
Blue Rivers to near the Platte, crossing over to the latter river a short
distance west of the present city of Kearney. The trail here proceeded up the
South bank to the forks, and from there up the North Fork to the
Sweetwater which it followed through South Pass. Thence it bore
southwestward, westward, and northwestward to the Snake River which
was followed to a point about west of Boise where a cutoff was made
through the Blue Mountains arriving at the Columbia River about the mouth
of the Umatilla, thence down the Columbia to the Pacific Ocean.
Salt Lake Trail. —Many variations of the above described trail were in
use. Travelers up the Missouri River disembarked at St. Joseph, Nebraska
City, Plattsmouth and especially at Council Bluffs. The great Mormon trek
was made from the last-named place. They reached the Platte River west of
Omaha and followed it on the north bank, paralleling the Oregon Trail from
Fort Kearney to Fort Laramie, where they crossed over and joined with the
Oregon Trail through South Pass then leaving that trail turned south and
west to Great Salt Lake.
Later California Trail. —A continuation of the Salt Lake route north of
Great Salt Lake and along the Humboldt River, across the desert to near
Lake Tahoe, where there was a crossing through the Sierra Nevada
Mountains, the Truckee Pass, thence to the Gold Diggings or across
California by way of the American and Sacramento Rivers, was a trail very
popular to California gold miners and was afterwards used by the overland
stage, and known as the Later California Trail.
Santa Fé Trail. —This road passed westward and a little south to the
Arkansas River, which it followed to Bent’s Fort (Colorado), thence up
Timpas Creek and over the Raton Pass to Las Vegas (New Mexico). Then
westward through Apache Cañon to Santa Fé. This trail was too rough for
wagon traffic, so later a route which crossed over south from the Arkansas
to the Cimarron and meeting the old trail at Las Vegas was used.
Gila and Spanish Trails. —Two routes were possible from Santa Fé.
One southwestward by way of the Rio Grande and Gila Rivers into
southern California. The other took a northwesterly direction up the Chama
River, down the Dolores Valley, and across to the Grand River near the
Page 74
present site of Moab, Utah. Then west to the Sevier, up which it followed
until it crossed over to the Virgin River; up this for a short distance then
turned directly south-west across the Mohave desert toward Los Angeles.
This last route received the name of Spanish Trail.
Many of these trails were difficult on account of scarcity of water in the
deserts. Descriptions of early travel over them are replete with hardships,
sickness, and deaths. Some of the graves were marked with wooden, stone,
or iron markers with names roughly chiseled, but more received no marking
whatsoever. Many travelers and settlers were killed by the Indians; the
tribes apparently becoming more hostile as the number of whites increased
until their own numbers became so decimated they could no longer
command sufficient warriors to warrant further attacks. It would seem as
though no advance in civilization is unaccompanied by its toll of human
lives.
Era of Turnpiking. —The need of better transportation facilities was
“borne in” on the people of the eastern part of the country long before the
west had been developed. The Indian trail, a single path,—for they always
traveled in single file—gave way to the “tote path” over which each year
the settler’s surplus crops were transported to market on pack animals. Even
if they owned wheeled vehicles the roads were generally so bad they could
not be used. However, wheeled vehicles were not many prior to 1800.
When Braddock wished to transport his army to western Pennsylvania he
called upon the colonies for wagons, but Maryland and Virginia furnished
only twenty-five. He appealed to Franklin, who by his influence was able to
secure 154 wheeled vehicles[37] from Pennsylvania, probably the best
supplied with wagons of all the colonies.
It was the custom for communities to join together after crops were
gathered to start a caravan of packers to market.[38] A master driver with
one or two assistants could manage a pack-train of a dozen or so horses.
“Hides and peltries, ginseng, and bear’s grease” are mentioned as articles to
be bartered for salt, iron, nails, pewter plates and dishes, and cloth and
articles of clothing, although the latter were usually made at home. The
horses traveled in single file each fitted with a natural crotch of wood for a
tree. Hobbles and bells were provided that the horses could be turned loose
to graze at night. Sometimes packs had to be taken off to be carried over
streams or through narrow defiles. Naturally, methods of transportation had
much influence on the character of the crops raised. Stock—cows, sheep,
until it crossed over to the Virgin River; up this for a short distance then
turned directly south-west across the Mohave desert toward Los Angeles.
This last route received the name of Spanish Trail.
Many of these trails were difficult on account of scarcity of water in the
deserts. Descriptions of early travel over them are replete with hardships,
sickness, and deaths. Some of the graves were marked with wooden, stone,
or iron markers with names roughly chiseled, but more received no marking
whatsoever. Many travelers and settlers were killed by the Indians; the
tribes apparently becoming more hostile as the number of whites increased
until their own numbers became so decimated they could no longer
command sufficient warriors to warrant further attacks. It would seem as
though no advance in civilization is unaccompanied by its toll of human
lives.
Era of Turnpiking. —The need of better transportation facilities was
“borne in” on the people of the eastern part of the country long before the
west had been developed. The Indian trail, a single path,—for they always
traveled in single file—gave way to the “tote path” over which each year
the settler’s surplus crops were transported to market on pack animals. Even
if they owned wheeled vehicles the roads were generally so bad they could
not be used. However, wheeled vehicles were not many prior to 1800.
When Braddock wished to transport his army to western Pennsylvania he
called upon the colonies for wagons, but Maryland and Virginia furnished
only twenty-five. He appealed to Franklin, who by his influence was able to
secure 154 wheeled vehicles[37] from Pennsylvania, probably the best
supplied with wagons of all the colonies.
It was the custom for communities to join together after crops were
gathered to start a caravan of packers to market.[38] A master driver with
one or two assistants could manage a pack-train of a dozen or so horses.
“Hides and peltries, ginseng, and bear’s grease” are mentioned as articles to
be bartered for salt, iron, nails, pewter plates and dishes, and cloth and
articles of clothing, although the latter were usually made at home. The
horses traveled in single file each fitted with a natural crotch of wood for a
tree. Hobbles and bells were provided that the horses could be turned loose
to graze at night. Sometimes packs had to be taken off to be carried over
streams or through narrow defiles. Naturally, methods of transportation had
much influence on the character of the crops raised. Stock—cows, sheep,
Page 75
and pigs—could be driven to market by the raiser or sold to a drover who
acted as a middleman. Farm products were concentrated by being fed to
stock or manufactured into something requiring less space. Settlers
complained that it required two bushels of grain to get one to market.
Whisky and brandy were easily made, served to concentrate the grain and
surplus fruit and always had a ready sale. When the government placed an
excise tax on it the opposition was so great as to produce an insurrection in
Pennsylvania (1794). Had there been good transportation facilities probably
there never would have been a “Whisky Rebellion.” Sixteen gallons (two
kegs) of whisky worth $1.00 per gallon east of the Alleghanies was a horse
load; whereas the same animal would only pack about two bushels of grain
worth, perhaps, 80 cents. That packing was a business of considerable
importance is shown by a statement in “The History and Topography of
Dauphin (and) Cumberland Counties (Pa.)” quoted by Dunbar: “Sixty or
seventy years ago five hundred pack horses had been at one time in
Carlisle, going thence to Shippenburg, Fort London and further westward.”
This was written in 1848.
Naturally so much traffic induced men to make packing a means of
livelihood. They became so numerous and strong that when wagons began
to take over the business of freighting they considered it an infringement
upon their vested rights. But as goods could be transported more easily and
cheaply by wagon the old had to make way for the new. Wagon roads and at
first two-wheeled then four-wheeled vehicles began to appear. This created
a demand for better roads. At first that consisted in merely widening the
packtrain trails. But about the beginning of the nineteenth century,
Tresaguet in France, and Macadam and Telford, in Great Britain, were
building broken-stone roads which greatly changed and augmented the
internal commerce and the industry of those countries. The most populous
and wealthy of the colonies likewise began to consider the road question. A
few military roads, such as Braddock’s, had been constructed; there was a
road along the coast of Massachusetts, and some roads and bridges in the
interior, there were roads connecting the larger cities as from Boston to
New York and from New York to Philadelphia. The cities in order to retain
and extend their trade needed highways of commerce.
Turnpike Roads. —The construction of turnpike roads many of which
were stoned was encouraged by a number of the states, especially by
Pennsylvania. The Lancaster turnpike from Philadelphia to Lancaster was
acted as a middleman. Farm products were concentrated by being fed to
stock or manufactured into something requiring less space. Settlers
complained that it required two bushels of grain to get one to market.
Whisky and brandy were easily made, served to concentrate the grain and
surplus fruit and always had a ready sale. When the government placed an
excise tax on it the opposition was so great as to produce an insurrection in
Pennsylvania (1794). Had there been good transportation facilities probably
there never would have been a “Whisky Rebellion.” Sixteen gallons (two
kegs) of whisky worth $1.00 per gallon east of the Alleghanies was a horse
load; whereas the same animal would only pack about two bushels of grain
worth, perhaps, 80 cents. That packing was a business of considerable
importance is shown by a statement in “The History and Topography of
Dauphin (and) Cumberland Counties (Pa.)” quoted by Dunbar: “Sixty or
seventy years ago five hundred pack horses had been at one time in
Carlisle, going thence to Shippenburg, Fort London and further westward.”
This was written in 1848.
Naturally so much traffic induced men to make packing a means of
livelihood. They became so numerous and strong that when wagons began
to take over the business of freighting they considered it an infringement
upon their vested rights. But as goods could be transported more easily and
cheaply by wagon the old had to make way for the new. Wagon roads and at
first two-wheeled then four-wheeled vehicles began to appear. This created
a demand for better roads. At first that consisted in merely widening the
packtrain trails. But about the beginning of the nineteenth century,
Tresaguet in France, and Macadam and Telford, in Great Britain, were
building broken-stone roads which greatly changed and augmented the
internal commerce and the industry of those countries. The most populous
and wealthy of the colonies likewise began to consider the road question. A
few military roads, such as Braddock’s, had been constructed; there was a
road along the coast of Massachusetts, and some roads and bridges in the
interior, there were roads connecting the larger cities as from Boston to
New York and from New York to Philadelphia. The cities in order to retain
and extend their trade needed highways of commerce.
Turnpike Roads. —The construction of turnpike roads many of which
were stoned was encouraged by a number of the states, especially by
Pennsylvania. The Lancaster turnpike from Philadelphia to Lancaster was
Page 76
“stoned” in 1792 by throwing on it stones of all sizes. These were
afterwards removed and stones “passing a 2-inch ring” substituted. This is
said to have been the first scientifically built hard surfaced road in America.
In 1800 Pennsylvania fostered the construction of a system of turnpikes
(toll roads), by granting franchises and subscribing stock, which was
eventually to cover the state and control the western market. By 1828 there
had been 3110 miles of chartered turnpike in Pennsylvania costing over
$8,000,000. These thousands of miles of fine turnpike roads including many
good bridges placed Pennsylvania in the lead for internal improvements.
But other states were similarly employed. New York and New England by
1811 had chartered 317 turnpikes.[39] Virginia appropriated funds “to be
used exclusively for river improvements, canals and public highways,” in
1816. South Carolina voted a million dollars, in 1818, to be raised in four
annual levies for similar purposes.
During these years the states were opening public roads but the only
good roads were those built by the turnpike companies, which erected gates
and collected tolls every few miles. This resulted in a higher cost of
transportation than was liked by the public who clamored for free roads and
canals. They were wanted by both the producer and the merchant. The
turnpikes were opposed to anything which would tend to reduce their
control of transportation.
Wagon Road Desuetude. —The introduction of the steam railway with
its quicker, better, and cheaper form of transportation put out of existence
the freighting and coaching business of the turnpikes, in fact of all wagon
roads. Roads which had had a thriving trade found their toll boxes scarcely
held enough to maintain the gate keeper. As there was no adequate system
of maintenance, although many of them had been macadamized, they
gradually fell into a state of disrepair. Freighters and coachers gravitated
westward or took shorter runs as feeders to the railroads. Turnpikes, built as
private or semi-private enterprises, were gradually being taken over by the
public and maintained by local road overseers. The old practice of calling
on the freeholders to work out their road tax annually was in vogue and is
still in use in places. By it no road was ever kept at a high state of
efficiency. Even the National highway, the Cumberland Road, which had
been constructed to Vandalia, Illinois, and surfaced with stone to Columbus,
Ohio, at an expense to the nation of nearly seven millions of dollars, had
lost its ardent supporters. Jackson’s theory that national money should only
afterwards removed and stones “passing a 2-inch ring” substituted. This is
said to have been the first scientifically built hard surfaced road in America.
In 1800 Pennsylvania fostered the construction of a system of turnpikes
(toll roads), by granting franchises and subscribing stock, which was
eventually to cover the state and control the western market. By 1828 there
had been 3110 miles of chartered turnpike in Pennsylvania costing over
$8,000,000. These thousands of miles of fine turnpike roads including many
good bridges placed Pennsylvania in the lead for internal improvements.
But other states were similarly employed. New York and New England by
1811 had chartered 317 turnpikes.[39] Virginia appropriated funds “to be
used exclusively for river improvements, canals and public highways,” in
1816. South Carolina voted a million dollars, in 1818, to be raised in four
annual levies for similar purposes.
During these years the states were opening public roads but the only
good roads were those built by the turnpike companies, which erected gates
and collected tolls every few miles. This resulted in a higher cost of
transportation than was liked by the public who clamored for free roads and
canals. They were wanted by both the producer and the merchant. The
turnpikes were opposed to anything which would tend to reduce their
control of transportation.
Wagon Road Desuetude. —The introduction of the steam railway with
its quicker, better, and cheaper form of transportation put out of existence
the freighting and coaching business of the turnpikes, in fact of all wagon
roads. Roads which had had a thriving trade found their toll boxes scarcely
held enough to maintain the gate keeper. As there was no adequate system
of maintenance, although many of them had been macadamized, they
gradually fell into a state of disrepair. Freighters and coachers gravitated
westward or took shorter runs as feeders to the railroads. Turnpikes, built as
private or semi-private enterprises, were gradually being taken over by the
public and maintained by local road overseers. The old practice of calling
on the freeholders to work out their road tax annually was in vogue and is
still in use in places. By it no road was ever kept at a high state of
efficiency. Even the National highway, the Cumberland Road, which had
been constructed to Vandalia, Illinois, and surfaced with stone to Columbus,
Ohio, at an expense to the nation of nearly seven millions of dollars, had
lost its ardent supporters. Jackson’s theory that national money should only
Page 77
be spent for roads in territories, and the states’ right idea that each state
should be the unit of government and look after all its own internal affairs,
seemed to prevail. As a result wagon road building further than to make a
mere way for crop marketing at odd seasons of the year stood still until
bicycle enthusiasts began an agitation for better roads about 1890.
However, a real awakening to the advantages of good roads came only after
the advent of the automobile about 1900.
National Participation. —The Revolutionary War had shown the need of
roadways for quick intercourse between the seaboard and the trans-
Alleghany regions. The efforts of the different states, still retaining their
colonial jealousies, to secure the control of the trade of these regions
emphasized the need of a unifying influence which would bring harmony.
The debate proceeded in a desultory fashion for a number of years. Strict
constitutionalists did not believe the national government has the authority
to construct roads at all. States’ rights men argued that road construction is
the province of the states and the National Government has jurisdiction only
in the territories. On March 29, 1806, President Thomas Jefferson approved
a bill to survey and construct a road from a point on the Potomac near
Cumberland to the Ohio River near Steubenville popularly known as the
Cumberland or National road, and appropriated therefor $30,000. This was
in the minds of friends of government control to be the beginning; there was
increasing need of travel and traffic facilities from the Hudson to the Great
Lakes, from the Delaware to the Ohio; from Virginia and the Carolinas to
Kentucky and Tennessee, to say nothing of north and south routes, which
unfortunately did not mature in time to prevent the great Civil War a half-
century later.
Alfred Gallatin and Henry Clay sponsored the Cumberland Road. The
former in compliance with the wish of Congress (1808) drew up a scheme
for a national system of internal improvements by roads and canals at an
annual expense of $2,000,000 for ten years. But its opponents were able to
stay it off and the war of 1812 coming on caused financial troubles and the
entire scheme was indefinitely postponed.
The first appropriation for the Cumberland Road had been made, not
from the general funds of the government, but from the proceeds of the
sales of land, a fiction, of course, for the benefit of the strict
constitutionalists. Gradually, however, Congress came to accept the doctrine
of “implied powers.” Madison in his last message invited the attention of
should be the unit of government and look after all its own internal affairs,
seemed to prevail. As a result wagon road building further than to make a
mere way for crop marketing at odd seasons of the year stood still until
bicycle enthusiasts began an agitation for better roads about 1890.
However, a real awakening to the advantages of good roads came only after
the advent of the automobile about 1900.
National Participation. —The Revolutionary War had shown the need of
roadways for quick intercourse between the seaboard and the trans-
Alleghany regions. The efforts of the different states, still retaining their
colonial jealousies, to secure the control of the trade of these regions
emphasized the need of a unifying influence which would bring harmony.
The debate proceeded in a desultory fashion for a number of years. Strict
constitutionalists did not believe the national government has the authority
to construct roads at all. States’ rights men argued that road construction is
the province of the states and the National Government has jurisdiction only
in the territories. On March 29, 1806, President Thomas Jefferson approved
a bill to survey and construct a road from a point on the Potomac near
Cumberland to the Ohio River near Steubenville popularly known as the
Cumberland or National road, and appropriated therefor $30,000. This was
in the minds of friends of government control to be the beginning; there was
increasing need of travel and traffic facilities from the Hudson to the Great
Lakes, from the Delaware to the Ohio; from Virginia and the Carolinas to
Kentucky and Tennessee, to say nothing of north and south routes, which
unfortunately did not mature in time to prevent the great Civil War a half-
century later.
Alfred Gallatin and Henry Clay sponsored the Cumberland Road. The
former in compliance with the wish of Congress (1808) drew up a scheme
for a national system of internal improvements by roads and canals at an
annual expense of $2,000,000 for ten years. But its opponents were able to
stay it off and the war of 1812 coming on caused financial troubles and the
entire scheme was indefinitely postponed.
The first appropriation for the Cumberland Road had been made, not
from the general funds of the government, but from the proceeds of the
sales of land, a fiction, of course, for the benefit of the strict
constitutionalists. Gradually, however, Congress came to accept the doctrine
of “implied powers.” Madison in his last message invited the attention of
Page 78
Congress “to the expediency of exercising their existing powers and, where
necessary, of resorting to the prescribed mode of enlarging them, in order to
effectuate a comprehensive system of roads and canals, such as will have
the effect of drawing more closely together every part of the country, by
promoting intercourse and improvements and by increasing the share of
every part of the common stock of national prosperity.”[40]
Up to this time there had been completed only 23 miles of the road. In
1816, $300,000 was appropriated for its completion; two years later
$260,000 was voted; but a proposal to appropriate $600,000 for internal
improvements failed in 1817, as did also a bill providing for the extension
of the Cumberland Road. But as a result of the labor of Henry Clay, Albert
Gallatin, Thomas Jefferson, President James Madison, and other friends of
cheap and rapid transit, by 1820 the total of Congressional appropriations
for the Cumberland Road amounted to more than $1,500,000; in 1844 the
thirty-fourth appropriation made a total of nearly $7,000,000.[41] The
growth of the road was slow: the first contract was let in 1811 for 10 miles;
contracts for short sections were let from year to year and the road by 1817
had crawled, following approximately the Nemacolin Path, with the
Potomac through the Cumberland gateway over the Alleghany range by
way of Negro Mountain at an elevation of 2325 feet, down to the
Youghiogheny, past the scene of Braddock’s defeat and the cairn which
marks his resting place, through the Laurel Hill Range over to Brownsville
within reach of Pittsburgh, thence westward slightly north through
Washington (Pennsylvania), to Wheeling (West Virginia) on the Ohio River.
Thus had the old Indian trail developed into a route for Washington and
his band to Fort Necessity; into Braddock’s road to Great Meadows; into a
pack train trail trampled by thousands of caravan hoofs; and, finally, into a
finished paved highway cleared to 66 feet in width, having no grade above
5 per cent which Washington and Jefferson and Madison had visions would
be the means of binding together with the strong bands of commerce the
cis- and trans-Alleghanian countries.
Extension of the Cumberland Highway. —The road immediately
proved its worth. The mail coaches were placed upon it; great freight lines
were established having their own stage houses and depots in towns along
its way; inns and hotels thrived; apparently the “pulse of the nation beat to
the steady throb of trade along its highway.”[42] Like the Appian Way it
became noted the world over. The National, Good Intent, June Bug, and
necessary, of resorting to the prescribed mode of enlarging them, in order to
effectuate a comprehensive system of roads and canals, such as will have
the effect of drawing more closely together every part of the country, by
promoting intercourse and improvements and by increasing the share of
every part of the common stock of national prosperity.”[40]
Up to this time there had been completed only 23 miles of the road. In
1816, $300,000 was appropriated for its completion; two years later
$260,000 was voted; but a proposal to appropriate $600,000 for internal
improvements failed in 1817, as did also a bill providing for the extension
of the Cumberland Road. But as a result of the labor of Henry Clay, Albert
Gallatin, Thomas Jefferson, President James Madison, and other friends of
cheap and rapid transit, by 1820 the total of Congressional appropriations
for the Cumberland Road amounted to more than $1,500,000; in 1844 the
thirty-fourth appropriation made a total of nearly $7,000,000.[41] The
growth of the road was slow: the first contract was let in 1811 for 10 miles;
contracts for short sections were let from year to year and the road by 1817
had crawled, following approximately the Nemacolin Path, with the
Potomac through the Cumberland gateway over the Alleghany range by
way of Negro Mountain at an elevation of 2325 feet, down to the
Youghiogheny, past the scene of Braddock’s defeat and the cairn which
marks his resting place, through the Laurel Hill Range over to Brownsville
within reach of Pittsburgh, thence westward slightly north through
Washington (Pennsylvania), to Wheeling (West Virginia) on the Ohio River.
Thus had the old Indian trail developed into a route for Washington and
his band to Fort Necessity; into Braddock’s road to Great Meadows; into a
pack train trail trampled by thousands of caravan hoofs; and, finally, into a
finished paved highway cleared to 66 feet in width, having no grade above
5 per cent which Washington and Jefferson and Madison had visions would
be the means of binding together with the strong bands of commerce the
cis- and trans-Alleghanian countries.
Extension of the Cumberland Highway. —The road immediately
proved its worth. The mail coaches were placed upon it; great freight lines
were established having their own stage houses and depots in towns along
its way; inns and hotels thrived; apparently the “pulse of the nation beat to
the steady throb of trade along its highway.”[42] Like the Appian Way it
became noted the world over. The National, Good Intent, June Bug, and
Page 79
Pioneer stage coach lines were common names as are the Pennsylvania,
New York Central, Burlington, and Union Pacific railroad lines of to-day.
The coming to town of these coaches, which had developed from the plain
square box, through the oval type to the finished Concord painted in
brilliant colors, perhaps bearing the name of some prominent personage,
drawn by four and six horses, with the proud and arrogant driver often
better known than the eminent patrons whose names now grace the pages of
history, was an important event in the work of the day. Hardly had the stage
stopped before the hostlers were busy changing the horses, taking the tired
animals to rub-down, rest, and feed, bringing on fresh high-stepping spirited
ones, champing their bits, apparently very anxious for a galloping start
toward the next post; the passengers were alighting to stretch their legs, rest
and refresh themselves at nearby food “emporiums” or select an inn from
among the claims of numerous barkers; agents were transferring and
recording baggage, mail, and express; and the curiosity loungers constituted
most of the remaining populace. The stage driver, Westover, made a record
of forty-five minutes for the 20 miles between Uniontown and Brownsville,
while “Red” Bunting’s drive of 131 miles, with the declaration of war
against Mexico, in twelve hours remains, like Paul Revere’s ride, a part of
the nation’s history.
The amount of traffic over the National road was tremendous. The annual
traffic was probably not less than 3000 wagons.[43] One firm in Wheeling is
said to have, during the first five years of its existence, done a business of
over 5000 wagons carrying 2 tons each.[44] A view of the road must have
been interesting, for the Conestoga wagons with their sway-backed canvas
covers were said to have been “visible all day long,[45] at every point,
making the highway look more like a leading avenue of a great city than a
road through rural districts.... I have staid over night with William Cheets
on Nigger (Negro) Mountain when there were about thirty six-horse teams
in a wagon yard, a hundred Kentucky mules in an adjoining lot, a thousand
hogs in their enclosures, and as many fat cattle in adjoining fields. The
music made by this large number of hogs eating corn on a frosty night I
shall never forget. After supper and attention to the teams, the waggoners
would gather in the bar-room and listen to the music on the violin furnished
by one of their fellows, have a Virginia hoe-down, sing songs, tell
anecdotes, and hear the experience of drivers and drovers from all points of
the road, and, when it was over, unroll their beds, lay them down on the
New York Central, Burlington, and Union Pacific railroad lines of to-day.
The coming to town of these coaches, which had developed from the plain
square box, through the oval type to the finished Concord painted in
brilliant colors, perhaps bearing the name of some prominent personage,
drawn by four and six horses, with the proud and arrogant driver often
better known than the eminent patrons whose names now grace the pages of
history, was an important event in the work of the day. Hardly had the stage
stopped before the hostlers were busy changing the horses, taking the tired
animals to rub-down, rest, and feed, bringing on fresh high-stepping spirited
ones, champing their bits, apparently very anxious for a galloping start
toward the next post; the passengers were alighting to stretch their legs, rest
and refresh themselves at nearby food “emporiums” or select an inn from
among the claims of numerous barkers; agents were transferring and
recording baggage, mail, and express; and the curiosity loungers constituted
most of the remaining populace. The stage driver, Westover, made a record
of forty-five minutes for the 20 miles between Uniontown and Brownsville,
while “Red” Bunting’s drive of 131 miles, with the declaration of war
against Mexico, in twelve hours remains, like Paul Revere’s ride, a part of
the nation’s history.
The amount of traffic over the National road was tremendous. The annual
traffic was probably not less than 3000 wagons.[43] One firm in Wheeling is
said to have, during the first five years of its existence, done a business of
over 5000 wagons carrying 2 tons each.[44] A view of the road must have
been interesting, for the Conestoga wagons with their sway-backed canvas
covers were said to have been “visible all day long,[45] at every point,
making the highway look more like a leading avenue of a great city than a
road through rural districts.... I have staid over night with William Cheets
on Nigger (Negro) Mountain when there were about thirty six-horse teams
in a wagon yard, a hundred Kentucky mules in an adjoining lot, a thousand
hogs in their enclosures, and as many fat cattle in adjoining fields. The
music made by this large number of hogs eating corn on a frosty night I
shall never forget. After supper and attention to the teams, the waggoners
would gather in the bar-room and listen to the music on the violin furnished
by one of their fellows, have a Virginia hoe-down, sing songs, tell
anecdotes, and hear the experience of drivers and drovers from all points of
the road, and, when it was over, unroll their beds, lay them down on the
Page 80
floor before the bar room fire side by side, and sleep with their feet near the
blaze as soundly as under a parental roof.”
Ah! where is the poet whose facile pen will engrave upon the tablets of
literature the tales of these men as has Longfellow the “Tales of a Wayside
Inn” in Sudbury Town so alike, where:
... from the parlor of the inn
A pleasant murmur smote the ear,
Like water rushing through a weir;
Oft interrupted by the din
Of laughter and of loud applause;
And, in each intervening pause,
The music of a violin.
The success of the Cumberland Road to the Ohio created demands for its
extension. In conformity to this demand $10,000 was appropriated in 1820
to lay out a road from Wheeling to the Mississippi River near St. Louis.
This continuation was for a road 80 feet wide and in spite of much
congressional objection and occasional presidential vetoes, the road was
pushed on; the last appropriation being made for a portion west of the Ohio,
May 25, 1838. The exact total of all appropriations amounted to
$6,824,919.33. The road proper reached southern Illinois.
blaze as soundly as under a parental roof.”
Ah! where is the poet whose facile pen will engrave upon the tablets of
literature the tales of these men as has Longfellow the “Tales of a Wayside
Inn” in Sudbury Town so alike, where:
... from the parlor of the inn
A pleasant murmur smote the ear,
Like water rushing through a weir;
Oft interrupted by the din
Of laughter and of loud applause;
And, in each intervening pause,
The music of a violin.
The success of the Cumberland Road to the Ohio created demands for its
extension. In conformity to this demand $10,000 was appropriated in 1820
to lay out a road from Wheeling to the Mississippi River near St. Louis.
This continuation was for a road 80 feet wide and in spite of much
congressional objection and occasional presidential vetoes, the road was
pushed on; the last appropriation being made for a portion west of the Ohio,
May 25, 1838. The exact total of all appropriations amounted to
$6,824,919.33. The road proper reached southern Illinois.
Page 81
Page 82
Courtesy of Prof. P. K. Slaymaker
WAY BILL USED ON SLAYMAKER STAGE LINE FROM LANCASTER TO PHILADELPHIA,
1815
States wanted appropriations for other roads, but these were pretty
generally vetoed. One important case was the veto, 1830, by Jackson of the
bill authorizing a subscription by the United States for stock in the
Maysville, Washington, Paris, and Lexington Road Company. The company
was incorporated in Kentucky to build a road from the Cumberland Road at
Tanesville, Ohio, to Florence, Alabama, on the Tennessee River, which had
been surveyed by U. S. engineers in 1827. Maysville, through which the
road was to pass, was on the south side of the Ohio River, and did
considerable trade in Kentucky and Tennessee. A census was taken of the
existing road, admitted to be in bad condition, showing an average daily
traffic of 351 persons, 33 carriages and 51 wagons. The $150,000 to be
subscribed by the government was not to be paid until an equal amount had
been subscribed in equal parts by the State of Kentucky and private
individuals. Other bills of a similar character were before Congress, one for
a road from Buffalo to New Orleans having been laid on the table, and
opponents of the bill insisted any road anywhere could be as well regarded
to be a national road as could be the Maysville road. The Washington
Turnpike Company bill of a similar tenor was vetoed.[46] Jackson evidently
doubted the constitutional right of the government to enter into internal
projects of this character. In his message to Congress he had conceded that
“every member of the Union, in peace and in war, will be benefited by the
improvement of inland navigation and the construction of highways in the
several states,” he noted the opposition to methods heretofore adopted as
unconstitutional and inexpedient. He therefore proposed an amendment to
the constitution, to be submitted if it could not otherwise be done, whereby
the surplus revenue might be appropriated to the several states in proportion
to their representation in Congress for the purpose of internal
improvements. State sovereignty was always to be maintained.
In 1838 when the road had reached Southern Illinois a new element
entered the industrial world. The railroads were proving their ability to
compete most successfully with other forms of transportation. The building
of national highways ceased; canal and river transportation were practically
put out of business with the entrance of this new leviathan.
WAY BILL USED ON SLAYMAKER STAGE LINE FROM LANCASTER TO PHILADELPHIA,
1815
States wanted appropriations for other roads, but these were pretty
generally vetoed. One important case was the veto, 1830, by Jackson of the
bill authorizing a subscription by the United States for stock in the
Maysville, Washington, Paris, and Lexington Road Company. The company
was incorporated in Kentucky to build a road from the Cumberland Road at
Tanesville, Ohio, to Florence, Alabama, on the Tennessee River, which had
been surveyed by U. S. engineers in 1827. Maysville, through which the
road was to pass, was on the south side of the Ohio River, and did
considerable trade in Kentucky and Tennessee. A census was taken of the
existing road, admitted to be in bad condition, showing an average daily
traffic of 351 persons, 33 carriages and 51 wagons. The $150,000 to be
subscribed by the government was not to be paid until an equal amount had
been subscribed in equal parts by the State of Kentucky and private
individuals. Other bills of a similar character were before Congress, one for
a road from Buffalo to New Orleans having been laid on the table, and
opponents of the bill insisted any road anywhere could be as well regarded
to be a national road as could be the Maysville road. The Washington
Turnpike Company bill of a similar tenor was vetoed.[46] Jackson evidently
doubted the constitutional right of the government to enter into internal
projects of this character. In his message to Congress he had conceded that
“every member of the Union, in peace and in war, will be benefited by the
improvement of inland navigation and the construction of highways in the
several states,” he noted the opposition to methods heretofore adopted as
unconstitutional and inexpedient. He therefore proposed an amendment to
the constitution, to be submitted if it could not otherwise be done, whereby
the surplus revenue might be appropriated to the several states in proportion
to their representation in Congress for the purpose of internal
improvements. State sovereignty was always to be maintained.
In 1838 when the road had reached Southern Illinois a new element
entered the industrial world. The railroads were proving their ability to
compete most successfully with other forms of transportation. The building
of national highways ceased; canal and river transportation were practically
put out of business with the entrance of this new leviathan.
Page 83
SELECTED REFERENCES
Adams, Henry, “Life of Albert Gallatin,” Edited by Henry Adams, Vol. I, pp. 78, 79, 305, 309, 370,
395. J. B. Lippincott & Co., Philadelphia.
Boone, Daniel, “Autobiography,” dictated to John Filson, 1784, is given also as an appendix to
Hartley’s “Life of Daniel Boone.”
Calk, William, “Diary of” in Filson Club publications.
Doddridge, Joseph, “Notes on the Settlement of Indian Wars.” Chaps. I, XIII, XVIII, XXIV; First
publication, 1824, Third—Rittenour & Linsey, Pittsburgh, 1912.
Dunbar, Seymour, “A History of Travel in America,” 4 volumes, 1915, Bobbs-Merrill Co.,
Indianapolis.
Early, Alice Morse, “Stage Coach and Tavern Days.”
Channing, Edward, “The Jefferson System,” Vol. XII, The American Nation Series, Harper &
Brothers, New York.
Farrand, L., “Bases of American History,” Vol. II of the American Nation Series, Harper &
Brothers, New York.
Hartley, Cecil B., “Life of Daniel Boone,” 1865, Porter & Coates, Philadelphia.
Howard, George E., “Preliminaries of the Revolution,” Vol. VIII of the American Nation Series,
Harper & Brothers, New York.
Howe, Henry, “History of the West.”
Hurlbert, A. B., “Historic Highways of America,” 16 volumes, 1902-05, A. H. Clark Company,
Cleveland, O.
Hurlbert, A. B., “The Paths of Inland Commerce,” Chronicles of America Series, Vol. 21, New
Haven, 1920.
Irving, Washington, “Astoria,” Irving’s Works, Vol. I, G. P. Putnam’s Sons, New York.
Longfellow, Henry W., “Poetical Works,” Houghton Mifflin Co., Boston.
McMaster, John Bach, “History of the United States,” Vol. V, Chap. XLIV, D. Appleton &
Company, New York.
Monette, John W., “History of the Valley of the Mississippi,” Vol. II, Chap. II, pp. 52-58, Harper &
Brothers, New York, 1846.
“Register of Debates in Congress,” Vol. VI, pp. 433-435, 806, and 820. Published by order of
Congress, 13 Vol. Washington, 1825-37.
Richardson, James D., “Messages and Papers of the Presidents.” 8 volumes, Government Print,
Washington.
Roosevelt, Theodore, “Winning of the West,” Vols. I, II and IV. G. P. Putnam’s Sons, New York,
1889.
Speed, Thomas, “The Wilderness Road,” No. 2 of the Filson Club publications, Louisville, 1886.
Adams, Henry, “Life of Albert Gallatin,” Edited by Henry Adams, Vol. I, pp. 78, 79, 305, 309, 370,
395. J. B. Lippincott & Co., Philadelphia.
Boone, Daniel, “Autobiography,” dictated to John Filson, 1784, is given also as an appendix to
Hartley’s “Life of Daniel Boone.”
Calk, William, “Diary of” in Filson Club publications.
Doddridge, Joseph, “Notes on the Settlement of Indian Wars.” Chaps. I, XIII, XVIII, XXIV; First
publication, 1824, Third—Rittenour & Linsey, Pittsburgh, 1912.
Dunbar, Seymour, “A History of Travel in America,” 4 volumes, 1915, Bobbs-Merrill Co.,
Indianapolis.
Early, Alice Morse, “Stage Coach and Tavern Days.”
Channing, Edward, “The Jefferson System,” Vol. XII, The American Nation Series, Harper &
Brothers, New York.
Farrand, L., “Bases of American History,” Vol. II of the American Nation Series, Harper &
Brothers, New York.
Hartley, Cecil B., “Life of Daniel Boone,” 1865, Porter & Coates, Philadelphia.
Howard, George E., “Preliminaries of the Revolution,” Vol. VIII of the American Nation Series,
Harper & Brothers, New York.
Howe, Henry, “History of the West.”
Hurlbert, A. B., “Historic Highways of America,” 16 volumes, 1902-05, A. H. Clark Company,
Cleveland, O.
Hurlbert, A. B., “The Paths of Inland Commerce,” Chronicles of America Series, Vol. 21, New
Haven, 1920.
Irving, Washington, “Astoria,” Irving’s Works, Vol. I, G. P. Putnam’s Sons, New York.
Longfellow, Henry W., “Poetical Works,” Houghton Mifflin Co., Boston.
McMaster, John Bach, “History of the United States,” Vol. V, Chap. XLIV, D. Appleton &
Company, New York.
Monette, John W., “History of the Valley of the Mississippi,” Vol. II, Chap. II, pp. 52-58, Harper &
Brothers, New York, 1846.
“Register of Debates in Congress,” Vol. VI, pp. 433-435, 806, and 820. Published by order of
Congress, 13 Vol. Washington, 1825-37.
Richardson, James D., “Messages and Papers of the Presidents.” 8 volumes, Government Print,
Washington.
Roosevelt, Theodore, “Winning of the West,” Vols. I, II and IV. G. P. Putnam’s Sons, New York,
1889.
Speed, Thomas, “The Wilderness Road,” No. 2 of the Filson Club publications, Louisville, 1886.
Page 84
Turner, Frederick J., “Rise of the New West,” Vol. XIV of the American Nation Series, Harper &
Brothers, New York.
Tyler, L. G., “England in America,” Vol. IV of the American Nation Series, Harper & Brothers, New
York.
U. S. Census review of “Agencies of Transportation,” 1880.
Watkins, Albert, “The Oregon Trail,” Nebraska State Historical Society Collections, Vol. XVI, p.
26 et seq.
FOOTNOTES
[16] “A History of Travel,” by Seymour Dunbar.
[17] “The American Nation,” “England in America,” by L. G. Tyler. Vol. IV, p. 322.
[18] “American Nation,” Vol. VIII, p. 15.
[19] Cf. “Historic Highways of America,” by A. B. Hurlbert, and “Basis of American
History” (Vol. II of “The American Nation”), by L. Farrand.
[20] Ramsey’s “Annals of Tennessee.”
[21] “Historic Highways of America,” by A. B. Hurlbert, 16 volumes, 1902-05, A. H. Clark
Company, Cleveland. A series of annotated reprints of some of the best contemporary volumes of
travel in America, compiled by Reuben Gold Thwaites, 1904-07, 32 volumes, A. H. Clark Co.,
Cleveland.
“A History of Travel in America,” by Seymour Dunbar, 4 volumes, 1915, Bobbs-Merrill
Company, Indianapolis, Ind.
“Basis of American History,” Chapter II, “Routes of Travel,” Vol. II of the American Nation
Series, by Livingston Farrand, 1907, Harper & Brothers, New York. There is good bibliography in
this volume.
[22] Cecil B. Hartley in his “Life of Daniel Boone,” gives the name of the head of this
company as Colonel Richard Henderson.
[23] “The Winning of the West,” Vol. II, by Theodore Roosevelt.
[24] Dunbar’s “History of Travel,” Vol. I. Roosevelt’s “Winning of the West,” Vol. II.
[25] “The Wilderness Road.”
[26] “A History of Travel in America.”
[27] “Winning of the West.”
[28] Henry Howe.
[29] A pirogue proper is a canoe dug out of a single log. These may have been and probably
were keel boats built of timber and the name pirogue extended to them colloquially.
[30] “The Winning of the West,” Vol. VI, by Theodore Roosevelt.
[31] Cf. “Winning of the West,” Vol. VI, p. 259; and “The American Nation,” Vol. XII, p. 94.
[32]
Admitted Admitted
a a
State Settled Territory State
Missouri 1755 1812 1821
Arkansas 1685 1819 1836
Brothers, New York.
Tyler, L. G., “England in America,” Vol. IV of the American Nation Series, Harper & Brothers, New
York.
U. S. Census review of “Agencies of Transportation,” 1880.
Watkins, Albert, “The Oregon Trail,” Nebraska State Historical Society Collections, Vol. XVI, p.
26 et seq.
FOOTNOTES
[16] “A History of Travel,” by Seymour Dunbar.
[17] “The American Nation,” “England in America,” by L. G. Tyler. Vol. IV, p. 322.
[18] “American Nation,” Vol. VIII, p. 15.
[19] Cf. “Historic Highways of America,” by A. B. Hurlbert, and “Basis of American
History” (Vol. II of “The American Nation”), by L. Farrand.
[20] Ramsey’s “Annals of Tennessee.”
[21] “Historic Highways of America,” by A. B. Hurlbert, 16 volumes, 1902-05, A. H. Clark
Company, Cleveland. A series of annotated reprints of some of the best contemporary volumes of
travel in America, compiled by Reuben Gold Thwaites, 1904-07, 32 volumes, A. H. Clark Co.,
Cleveland.
“A History of Travel in America,” by Seymour Dunbar, 4 volumes, 1915, Bobbs-Merrill
Company, Indianapolis, Ind.
“Basis of American History,” Chapter II, “Routes of Travel,” Vol. II of the American Nation
Series, by Livingston Farrand, 1907, Harper & Brothers, New York. There is good bibliography in
this volume.
[22] Cecil B. Hartley in his “Life of Daniel Boone,” gives the name of the head of this
company as Colonel Richard Henderson.
[23] “The Winning of the West,” Vol. II, by Theodore Roosevelt.
[24] Dunbar’s “History of Travel,” Vol. I. Roosevelt’s “Winning of the West,” Vol. II.
[25] “The Wilderness Road.”
[26] “A History of Travel in America.”
[27] “Winning of the West.”
[28] Henry Howe.
[29] A pirogue proper is a canoe dug out of a single log. These may have been and probably
were keel boats built of timber and the name pirogue extended to them colloquially.
[30] “The Winning of the West,” Vol. VI, by Theodore Roosevelt.
[31] Cf. “Winning of the West,” Vol. VI, p. 259; and “The American Nation,” Vol. XII, p. 94.
[32]
Admitted Admitted
a a
State Settled Territory State
Missouri 1755 1812 1821
Arkansas 1685 1819 1836
Page 85
Kansas 1854 1854 1861
Nebraska 1847 1854 1867
North Dakota 1812 1861 1889
South Dakota 1859 1861 1889
Wyoming 1834 1868 1890
Colorado 1859 1861 1876
Idaho 1852 1863 1890
Montana 1861 1864 1889
Iowa 1833 1838 1846
Minnesota 1846 1849 1858
[33] Reports for 1920 show that New York has exceeded St. Louis in manufactured furs but
St. Louis seems still to be the largest market for raw furs.
[34] Albert Watkins in “Collections of the Nebraska State Historical Society.” Vol. XVI, p. 22.
[35] Washington Irving’s “Astoria.”
[36] Cf. p. 230, Ibid.
[37] Dunbar’s “History of Travel.”
[38] Doddridge’s “Notes on the Settlement of Indian Wars.” Monette’s “History of the Valley
of the Mississippi.”
[39] Cf. Gallatin’s report for a scheme of national roads and pavements (Adams’ Gallatin, p.
350 et seq.).
[40] Richardson, “Messages and Papers.”
[41] Hurlbert, “Cumberland Road.”
[42] Hulbert, “The Paths of Inland Commerce.”
[43] “American Nation,” Vol. XIV, p. 100.
[44] Hurlbert, “The Paths of Inland Commerce,” p. 121.
[45] Searight, quoted by Hurlbert.
[46] Debates of Congress VI, 433-435, 806, 820.
Nebraska 1847 1854 1867
North Dakota 1812 1861 1889
South Dakota 1859 1861 1889
Wyoming 1834 1868 1890
Colorado 1859 1861 1876
Idaho 1852 1863 1890
Montana 1861 1864 1889
Iowa 1833 1838 1846
Minnesota 1846 1849 1858
[33] Reports for 1920 show that New York has exceeded St. Louis in manufactured furs but
St. Louis seems still to be the largest market for raw furs.
[34] Albert Watkins in “Collections of the Nebraska State Historical Society.” Vol. XVI, p. 22.
[35] Washington Irving’s “Astoria.”
[36] Cf. p. 230, Ibid.
[37] Dunbar’s “History of Travel.”
[38] Doddridge’s “Notes on the Settlement of Indian Wars.” Monette’s “History of the Valley
of the Mississippi.”
[39] Cf. Gallatin’s report for a scheme of national roads and pavements (Adams’ Gallatin, p.
350 et seq.).
[40] Richardson, “Messages and Papers.”
[41] Hurlbert, “Cumberland Road.”
[42] Hulbert, “The Paths of Inland Commerce.”
[43] “American Nation,” Vol. XIV, p. 100.
[44] Hurlbert, “The Paths of Inland Commerce,” p. 121.
[45] Searight, quoted by Hurlbert.
[46] Debates of Congress VI, 433-435, 806, 820.
Page 86
CHAPTER III
WATER WAYS AND CANALS
From the earliest exploration and settlement periods rivers and coast
inlets have been used for transportation. As has been pointed out, the
Indian, before the coming of the white man, made good use of his canoe.
Boats and barges propelled by oars, poles, or snubbed along by ropes
attached to trees on the banks were in early use. Along the coast and the
larger rivers sails were made use of. Upon the ocean there was a large
development in wooden sailing vessels. The great number of American
ships and the inroads made by American merchants upon English trade had
much to do with bringing on the war of 1812.
Canals. —Canals had shown their usefulness in England and other
European countries, for transporting the internal commerce cheaply and
efficiently; it was but natural, therefore, that they should be considered in
the United States. The first canal was in Orange County, New York, and
was used for transporting stone as early as 1750. Numerous short canals
were constructed in Pennsylvania, New York, and Massachusetts prior to
1810, but the peak of canal building came after this date. The first lock used
in the United States was part of a canal extending from the Schuylkill River
to the Susquehanna in Pennsylvania.
New York, seeing the trade of the Northwest Territory going to
Philadelphia on account of the turnpikes which had crossed the Alleghanies
through state and private means, was anxious to do something to get
control. An agitation for a canal joining the Hudson River with Lake Erie or
Lake Ontario consummated in a commission, 1810, headed by Gouverneur
Morris, to investigate the question of building one or both of the canals
which seemed feasible, namely (1) from Albany up the Mohawk and
westward to Lake Erie near Buffalo; (2) from Albany to Lake Champlain,
thence an opening to the St. Lawrence, which had already been surveyed. In
1812 a second commission was formed which included with Morris, such
men as De Witt Clinton, Robert Fulton, and Robert R. Livingston. An
endeavor was made to secure Congressional aid. The war coming on no
action was taken, but the demands for the canal continued. To the energy
and political ability of DeWitt Clinton is attributed the final success of the
WATER WAYS AND CANALS
From the earliest exploration and settlement periods rivers and coast
inlets have been used for transportation. As has been pointed out, the
Indian, before the coming of the white man, made good use of his canoe.
Boats and barges propelled by oars, poles, or snubbed along by ropes
attached to trees on the banks were in early use. Along the coast and the
larger rivers sails were made use of. Upon the ocean there was a large
development in wooden sailing vessels. The great number of American
ships and the inroads made by American merchants upon English trade had
much to do with bringing on the war of 1812.
Canals. —Canals had shown their usefulness in England and other
European countries, for transporting the internal commerce cheaply and
efficiently; it was but natural, therefore, that they should be considered in
the United States. The first canal was in Orange County, New York, and
was used for transporting stone as early as 1750. Numerous short canals
were constructed in Pennsylvania, New York, and Massachusetts prior to
1810, but the peak of canal building came after this date. The first lock used
in the United States was part of a canal extending from the Schuylkill River
to the Susquehanna in Pennsylvania.
New York, seeing the trade of the Northwest Territory going to
Philadelphia on account of the turnpikes which had crossed the Alleghanies
through state and private means, was anxious to do something to get
control. An agitation for a canal joining the Hudson River with Lake Erie or
Lake Ontario consummated in a commission, 1810, headed by Gouverneur
Morris, to investigate the question of building one or both of the canals
which seemed feasible, namely (1) from Albany up the Mohawk and
westward to Lake Erie near Buffalo; (2) from Albany to Lake Champlain,
thence an opening to the St. Lawrence, which had already been surveyed. In
1812 a second commission was formed which included with Morris, such
men as De Witt Clinton, Robert Fulton, and Robert R. Livingston. An
endeavor was made to secure Congressional aid. The war coming on no
action was taken, but the demands for the canal continued. To the energy
and political ability of DeWitt Clinton is attributed the final success of the
Page 87
enterprise. When he was elected governor in 1816 he made this the
paramount effort of his administration. He stirred public interest by
addresses and presented a convincing memorial to the legislature. He
argued that “As a bond of union between the Atlantic and western states it
may prevent the dismemberment of the American empire. As an organ of
communication between the Hudson, the Mississippi, the St. Lawrence, the
Great Lakes of the north and west, and their tributary rivers, it will create
the greatest inland trade ever witnessed. The most fertile and extensive
regions of America will avail themselves of its facilities for a market. All
their surplus productions,” he prophesied, “whether of the soil, the forest,
the mines, or the water, their fabrics of art and their supplies of foreign
commodities, will concentrate in the city of New York, for transportation
abroad or consumption at home. Agriculture, manufactures, commerce,
trade, navigation and the arts,” he continued, “will receive a corresponding
encouragement. That city will in the course of time become the granary of
the world, the emporium of commerce, the seat of manufactures, the focus
of great moneyed operations, and the concentrating point of vast, disposable
and accumulating capitals, which will stimulate, enliven, extend, and
reward the exertions of human labor and ingenuity, in all their processes
and exhibitions. And before the revolution of a century, the whole island of
Manhattan, covered with habitations and replenished with a dense
population will constitute one vast city.”[47]
As bombastic as this may seem his predictions have been more than
realized and the realization began with the completion of the canal to
Buffalo in 1825. There grew up along its way the great cities of Buffalo,
Rochester, Albany, and scores of smaller ones. The products of the entire
west did seem to flow through it, for the tolls are said to have been a half
million dollars per year immediately upon its completion and over a million
by 1830.[48]
This the largest canal project in the United States is still in use. As first
constructed, it was 40 feet wide at the top, 4 feet deep, and was navigable
for 76-ton boats. It was later enlarged to a general width of 70 feet and
depth of 7 feet, navigable for boats of 240 tons burden. Some of the locks
had been replaced by power lifts; the transfers are more quickly made.
The increase of New York’s prestige of course diminished that of
Philadelphia. Pittsburgh was, too, growing up at the head of Ohio River
navigation and in the coal and iron regions of Pennsylvania.
paramount effort of his administration. He stirred public interest by
addresses and presented a convincing memorial to the legislature. He
argued that “As a bond of union between the Atlantic and western states it
may prevent the dismemberment of the American empire. As an organ of
communication between the Hudson, the Mississippi, the St. Lawrence, the
Great Lakes of the north and west, and their tributary rivers, it will create
the greatest inland trade ever witnessed. The most fertile and extensive
regions of America will avail themselves of its facilities for a market. All
their surplus productions,” he prophesied, “whether of the soil, the forest,
the mines, or the water, their fabrics of art and their supplies of foreign
commodities, will concentrate in the city of New York, for transportation
abroad or consumption at home. Agriculture, manufactures, commerce,
trade, navigation and the arts,” he continued, “will receive a corresponding
encouragement. That city will in the course of time become the granary of
the world, the emporium of commerce, the seat of manufactures, the focus
of great moneyed operations, and the concentrating point of vast, disposable
and accumulating capitals, which will stimulate, enliven, extend, and
reward the exertions of human labor and ingenuity, in all their processes
and exhibitions. And before the revolution of a century, the whole island of
Manhattan, covered with habitations and replenished with a dense
population will constitute one vast city.”[47]
As bombastic as this may seem his predictions have been more than
realized and the realization began with the completion of the canal to
Buffalo in 1825. There grew up along its way the great cities of Buffalo,
Rochester, Albany, and scores of smaller ones. The products of the entire
west did seem to flow through it, for the tolls are said to have been a half
million dollars per year immediately upon its completion and over a million
by 1830.[48]
This the largest canal project in the United States is still in use. As first
constructed, it was 40 feet wide at the top, 4 feet deep, and was navigable
for 76-ton boats. It was later enlarged to a general width of 70 feet and
depth of 7 feet, navigable for boats of 240 tons burden. Some of the locks
had been replaced by power lifts; the transfers are more quickly made.
The increase of New York’s prestige of course diminished that of
Philadelphia. Pittsburgh was, too, growing up at the head of Ohio River
navigation and in the coal and iron regions of Pennsylvania.
Page 88
While numerous canals had been constructed by private enterprises an
extensive system of canals was begun under an act of 1825, to connect
Philadelphia with Pittsburgh as well as other objective points. Jealousies
sprang up over the state, as usually do with any improvement. Always one
part thinks the other is getting more than its just share. But notwithstanding,
nearly a thousand miles of canals have been constructed in Pennsylvania,
some of which washed out and were never replaced, some were abandoned
and some are still in operation. In Ohio two canals were built by the state
from Lake Erie to the Ohio River, over 400 miles in all. One of these
extended from Toledo through Defiance, St. Mary’s, and Dayton to
Cincinnati; the other from Cleveland through Akron, New Philadelphia,
Coshocton, Newark, Columbus, Chillicothe, to Portsmouth. Branch lines
were run down the Muskingum to Marietta, down the Hocking to Athens,
and from Junction westward to Antwerp to connect with the Indiana canal
system. Making a total for Ohio about 1000[49] miles. In Indiana the
Wabash & Erie Canal, begun about 1834, was constructed through Fort
Wayne, LaFayette, Terre Haute to Evansville, in 1853, on its way to the
Ohio River. By this time the railroads had paralleled its course and its trade
had practically ceased.
One of the earliest projects, said to have had the backing of President
Washington, culminated, eventually, in the Chesapeake & Ohio canal
extending from Georgetown, the upper limit of tidewater on the Potomac, to
Cumberland. After numerous efforts and years of talking, representatives of
Maryland, Virginia, District of Columbia, and Pennsylvania met in a
convention in the city of Washington and passed resolutions stating that
“Whereas the connection of Atlantic and Western waters by a canal leading
from the city of National Government to the River Ohio ... is one of the
highest importance to the states ... Resolved that it is expedient to substitute
for the present defective navigation of the Potomac River, above tidewater,
a navigable canal from Cumberland to the eastern base of the Alleghany
and to extend such canal as soon thereafter as practicable to the highest
constant steamboat navigation of the Monongahela or Ohio River.”
Jealousies between the states delayed matters somewhat, but in 1825 the
proponents obtained governmental participation. Delays occurred for
various causes, but in 1828 Congress authorized the U. S. treasurer to
subscribe for $1,300,000 worth of stock and went further and guaranteed
subscriptions made by the towns of Washington, Georgetown, and
extensive system of canals was begun under an act of 1825, to connect
Philadelphia with Pittsburgh as well as other objective points. Jealousies
sprang up over the state, as usually do with any improvement. Always one
part thinks the other is getting more than its just share. But notwithstanding,
nearly a thousand miles of canals have been constructed in Pennsylvania,
some of which washed out and were never replaced, some were abandoned
and some are still in operation. In Ohio two canals were built by the state
from Lake Erie to the Ohio River, over 400 miles in all. One of these
extended from Toledo through Defiance, St. Mary’s, and Dayton to
Cincinnati; the other from Cleveland through Akron, New Philadelphia,
Coshocton, Newark, Columbus, Chillicothe, to Portsmouth. Branch lines
were run down the Muskingum to Marietta, down the Hocking to Athens,
and from Junction westward to Antwerp to connect with the Indiana canal
system. Making a total for Ohio about 1000[49] miles. In Indiana the
Wabash & Erie Canal, begun about 1834, was constructed through Fort
Wayne, LaFayette, Terre Haute to Evansville, in 1853, on its way to the
Ohio River. By this time the railroads had paralleled its course and its trade
had practically ceased.
One of the earliest projects, said to have had the backing of President
Washington, culminated, eventually, in the Chesapeake & Ohio canal
extending from Georgetown, the upper limit of tidewater on the Potomac, to
Cumberland. After numerous efforts and years of talking, representatives of
Maryland, Virginia, District of Columbia, and Pennsylvania met in a
convention in the city of Washington and passed resolutions stating that
“Whereas the connection of Atlantic and Western waters by a canal leading
from the city of National Government to the River Ohio ... is one of the
highest importance to the states ... Resolved that it is expedient to substitute
for the present defective navigation of the Potomac River, above tidewater,
a navigable canal from Cumberland to the eastern base of the Alleghany
and to extend such canal as soon thereafter as practicable to the highest
constant steamboat navigation of the Monongahela or Ohio River.”
Jealousies between the states delayed matters somewhat, but in 1825 the
proponents obtained governmental participation. Delays occurred for
various causes, but in 1828 Congress authorized the U. S. treasurer to
subscribe for $1,300,000 worth of stock and went further and guaranteed
subscriptions made by the towns of Washington, Georgetown, and
Page 89
Alexandria to the amount of $1,500,000. The United States had then once
more endorsed the policy of spending national money for internal
improvements, and had become a partner in a canal proposition. Building
proceeded slowly. Many difficulties were encountered. Opponents fought it
in the legislatures of Maryland, Pennsylvania, and Virginia, as well as in
Congress. In two years the money was gone and the canal not completed.
Maryland extended further aid, and then still more aid by the help of which
the canal was completed to Cumberland in 1850. In 1870 efforts were made
to have the Government carry the canal on to the Ohio River, but the plan
was never consummated. This canal is still in use, the bulk of its traffic
being coal brought down to Washington.
Canals were constructed in many other states, but they need not here be
followed in detail. Illinois was connecting Chicago with the Mississippi
River; Massachusetts built artificial ways about falls and rapids; New
Jersey connected the Hudson with the Delaware; and numerous other
schemes were carried out.
Canal Prosperity and Desuetude. —Until the greater advantages of
railway travel and traffic lessened the usefulness of the canals, they did a
thriving business. As has already been noted with regard to the Erie canal so
was it with the others.[50] In the whole United States there was a “grand
total of 4,468 miles[51] of canals, costing approximately $214,141,802.” Not
all these were remunerative. To the end of 1872 the New York Canals had
only averaged a profit of 3.2 per cent, while the Erie Canal proper paid but
4 per cent on its cost.[52] The speed at which the barges traveled was about
2 miles per hour; this was reduced on account of time lost by regular stops,
passing through locks, and accidents, to 1.7 miles per hour on the average.
Rates for freight were about 0.3 cent per ton per mile. The railroads later
hauled through freight at 0.7 cent per ton per mile. Both these rates were, no
doubt too small, for proper maintenance and remuneration.
Passenger traffic, notwithstanding the slow speed, amounted to a
considerable volume. Packets were in use, that for workmanship, finish and
convenience vied with the Pullman cars which later supplanted them. They
were decorated in bright colors—green, yellow, brown, red, white, blue—
with windows and panels done in contrasting and harmonizing shades and
tints. On the interior in addition to compartments for the crew which were
separated from those for the passengers, were usually a large general
assembly room ordinarily occupied by the men for lounging, writing letters,
more endorsed the policy of spending national money for internal
improvements, and had become a partner in a canal proposition. Building
proceeded slowly. Many difficulties were encountered. Opponents fought it
in the legislatures of Maryland, Pennsylvania, and Virginia, as well as in
Congress. In two years the money was gone and the canal not completed.
Maryland extended further aid, and then still more aid by the help of which
the canal was completed to Cumberland in 1850. In 1870 efforts were made
to have the Government carry the canal on to the Ohio River, but the plan
was never consummated. This canal is still in use, the bulk of its traffic
being coal brought down to Washington.
Canals were constructed in many other states, but they need not here be
followed in detail. Illinois was connecting Chicago with the Mississippi
River; Massachusetts built artificial ways about falls and rapids; New
Jersey connected the Hudson with the Delaware; and numerous other
schemes were carried out.
Canal Prosperity and Desuetude. —Until the greater advantages of
railway travel and traffic lessened the usefulness of the canals, they did a
thriving business. As has already been noted with regard to the Erie canal so
was it with the others.[50] In the whole United States there was a “grand
total of 4,468 miles[51] of canals, costing approximately $214,141,802.” Not
all these were remunerative. To the end of 1872 the New York Canals had
only averaged a profit of 3.2 per cent, while the Erie Canal proper paid but
4 per cent on its cost.[52] The speed at which the barges traveled was about
2 miles per hour; this was reduced on account of time lost by regular stops,
passing through locks, and accidents, to 1.7 miles per hour on the average.
Rates for freight were about 0.3 cent per ton per mile. The railroads later
hauled through freight at 0.7 cent per ton per mile. Both these rates were, no
doubt too small, for proper maintenance and remuneration.
Passenger traffic, notwithstanding the slow speed, amounted to a
considerable volume. Packets were in use, that for workmanship, finish and
convenience vied with the Pullman cars which later supplanted them. They
were decorated in bright colors—green, yellow, brown, red, white, blue—
with windows and panels done in contrasting and harmonizing shades and
tints. On the interior in addition to compartments for the crew which were
separated from those for the passengers, were usually a large general
assembly room ordinarily occupied by the men for lounging, writing letters,
Page 90
playing games, and protection from stormy weather. There was a special
cabin for the women, also lavatories and conveniences for men and women.
In addition there were kitchen, lockers, and cupboards. Three times daily
the assembly saloon was transformed into a dining room by re-arranging
and setting the tables which constituted a regular part of the room’s
furniture with others of a temporary nature, carried stored away on the boat,
into one long table lengthwise of the room. The captain and his two
assistants—the mule driver and steersman not on duty at the time—
performed this service and waited upon tables. At night both the saloon and
ladies’ cabin were converted into dormitories by attaching shelves about 6
feet long and 31⁄2 feet wide to hooks in the wall, the outer edges being held
up by wooden supports extending from the floor. In each berth was placed a
“mattress,” that is a tick having some straw in it and a pillow of similar
make.
The passenger usually furnished his own sheets if they were wanted,
although some of the later boats were supplied with sheets and coverlets.
The berths were three high along the wall and had curtains suspended in
front of them. The passengers selected their berths in the order in which
they had secured passage, late comers being obliged to sleep on the tables
or on the floor. Sometimes the whole floor was thus covered. Travelers
complained bitterly of the mosquitoes. Crude as this may seem at the
present time, these packets were no doubt the forerunners of the present
Pullman palace car. The outside decks and the roof of the car were utilized
for promenading, lounging and sight-seeing. They were often enlivened by
music and dancing.
Greeley[53] speaks of the “‘cent and a half a mile, mile and a half an
hour,’ line boats.” The expression he puts in quotations as though it were
common or a slogan. Charges on the Wabash and Erie Canal in Indiana
were for the 221 miles from Cincinnati to Fort Wayne, $6.75; 138 miles
from LaFayette to Fort Wayne, $3.75; 104 miles from Fort Wayne to
Toledo, $3.25.[54] An average of about three cents per mile.
The canals were unable to compete with the railroads when time became
an element. Passengers would not be content to travel 36 miles per day
along a tortuous canal when they could travel a much more direct route at
nearly 36 miles per hour. The swifter speed of freight traffic accelerated
business; the merchant’s capital could be turned over more frequently; his
net profits were consequently greater. Is there any wonder, therefore, that
cabin for the women, also lavatories and conveniences for men and women.
In addition there were kitchen, lockers, and cupboards. Three times daily
the assembly saloon was transformed into a dining room by re-arranging
and setting the tables which constituted a regular part of the room’s
furniture with others of a temporary nature, carried stored away on the boat,
into one long table lengthwise of the room. The captain and his two
assistants—the mule driver and steersman not on duty at the time—
performed this service and waited upon tables. At night both the saloon and
ladies’ cabin were converted into dormitories by attaching shelves about 6
feet long and 31⁄2 feet wide to hooks in the wall, the outer edges being held
up by wooden supports extending from the floor. In each berth was placed a
“mattress,” that is a tick having some straw in it and a pillow of similar
make.
The passenger usually furnished his own sheets if they were wanted,
although some of the later boats were supplied with sheets and coverlets.
The berths were three high along the wall and had curtains suspended in
front of them. The passengers selected their berths in the order in which
they had secured passage, late comers being obliged to sleep on the tables
or on the floor. Sometimes the whole floor was thus covered. Travelers
complained bitterly of the mosquitoes. Crude as this may seem at the
present time, these packets were no doubt the forerunners of the present
Pullman palace car. The outside decks and the roof of the car were utilized
for promenading, lounging and sight-seeing. They were often enlivened by
music and dancing.
Greeley[53] speaks of the “‘cent and a half a mile, mile and a half an
hour,’ line boats.” The expression he puts in quotations as though it were
common or a slogan. Charges on the Wabash and Erie Canal in Indiana
were for the 221 miles from Cincinnati to Fort Wayne, $6.75; 138 miles
from LaFayette to Fort Wayne, $3.75; 104 miles from Fort Wayne to
Toledo, $3.25.[54] An average of about three cents per mile.
The canals were unable to compete with the railroads when time became
an element. Passengers would not be content to travel 36 miles per day
along a tortuous canal when they could travel a much more direct route at
nearly 36 miles per hour. The swifter speed of freight traffic accelerated
business; the merchant’s capital could be turned over more frequently; his
net profits were consequently greater. Is there any wonder, therefore, that
Page 91
the business of the canal continually decreased while that of the railroad as
continually increased. Many canals were actually abandoned, others
allowed to depreciate from want of proper maintenance, and now only
occasional barges are run to transport heavy non-perishable freight such as
grain, iron-ore, and coal. And of these commodities, because of better
terminal facilities and the time element, the railroads soon were carrying
much more than the canals.
continually increased. Many canals were actually abandoned, others
allowed to depreciate from want of proper maintenance, and now only
occasional barges are run to transport heavy non-perishable freight such as
grain, iron-ore, and coal. And of these commodities, because of better
terminal facilities and the time element, the railroads soon were carrying
much more than the canals.
Page 92
Page 93
© Underwood and Underwood
THE SAULT ST. MARIE CANAL
Ship Canals. —Reports show the tonnage of the Erie Canal to have
continually decreased from 2,031,735 tons in 1911 to 667,374 tons in 1918.
The total tonnage of all the New York state canals shows a like decrease
from 3,097,068 tons in 1911 to 1,159,270 tons in 1918. Notwithstanding
such records there are those who firmly believe canal transportation will
again take an upward trend with better terminal facilities and possibly
electric propulsion. There is one class of canals that seems to have held its
own, that is ship canals. The great canal and locks at Sault Ste. Marie
transfer a vast lake traffic annually from one level to another between Lakes
Superior and Huron. Vast quantities of iron-ore are brought in mammoth
vessels by this route from docks near the Mesaba mines for the great iron
mills at Gary, at Cleveland, at Pittsburgh, and other points. Similar vessels
loaded with wheat, oats, and flax from the Northwest grain fields are
unloaded at Buffalo for transportation to the seaboard. Agitation has been
going on for some time to enlarge the Welland Canal and its locks between
Lakes Erie and Ontario, thus giving seagoing vessels the opportunity of
coming up by way of the St. Lawrence River and traversing the entire Great
Lake system. The ambition of cities is here again manifest; Chicago would
like such transportation, but it would not be beneficial to New York.
A ship canal across Cape Cod saves 70 miles and considerable time and
makes the trip much less dangerous from New York to Boston. Ship canals
within the islands along the Atlantic and Gulf coasts have been proposed to
make safe coast commerce. There is also talk of a ship canal from Chicago
to the Gulf of Mexico by way of the Illinois and Mississippi Rivers; and
still another from Lake Erie to Pittsburgh.
The Panama Canal. —All present-day readers are familiar with the
greatest of all ship canals, the Panama Canal, constructed by the
Government at a cost of approximately $400,000,000, and open to the ships
of the world. It will be remembered that a canal across the isthmus had been
dreamed of practically ever since Balboa passed over and for the first time a
white man saw the Pacific from the west coast of America. With the
opening of the Oregon territory there was increased interest in such a canal.
With the discovery of gold in California much traffic went by way of
Panama being freighted across and transshipped on the other side. Soon a
THE SAULT ST. MARIE CANAL
Ship Canals. —Reports show the tonnage of the Erie Canal to have
continually decreased from 2,031,735 tons in 1911 to 667,374 tons in 1918.
The total tonnage of all the New York state canals shows a like decrease
from 3,097,068 tons in 1911 to 1,159,270 tons in 1918. Notwithstanding
such records there are those who firmly believe canal transportation will
again take an upward trend with better terminal facilities and possibly
electric propulsion. There is one class of canals that seems to have held its
own, that is ship canals. The great canal and locks at Sault Ste. Marie
transfer a vast lake traffic annually from one level to another between Lakes
Superior and Huron. Vast quantities of iron-ore are brought in mammoth
vessels by this route from docks near the Mesaba mines for the great iron
mills at Gary, at Cleveland, at Pittsburgh, and other points. Similar vessels
loaded with wheat, oats, and flax from the Northwest grain fields are
unloaded at Buffalo for transportation to the seaboard. Agitation has been
going on for some time to enlarge the Welland Canal and its locks between
Lakes Erie and Ontario, thus giving seagoing vessels the opportunity of
coming up by way of the St. Lawrence River and traversing the entire Great
Lake system. The ambition of cities is here again manifest; Chicago would
like such transportation, but it would not be beneficial to New York.
A ship canal across Cape Cod saves 70 miles and considerable time and
makes the trip much less dangerous from New York to Boston. Ship canals
within the islands along the Atlantic and Gulf coasts have been proposed to
make safe coast commerce. There is also talk of a ship canal from Chicago
to the Gulf of Mexico by way of the Illinois and Mississippi Rivers; and
still another from Lake Erie to Pittsburgh.
The Panama Canal. —All present-day readers are familiar with the
greatest of all ship canals, the Panama Canal, constructed by the
Government at a cost of approximately $400,000,000, and open to the ships
of the world. It will be remembered that a canal across the isthmus had been
dreamed of practically ever since Balboa passed over and for the first time a
white man saw the Pacific from the west coast of America. With the
opening of the Oregon territory there was increased interest in such a canal.
With the discovery of gold in California much traffic went by way of
Panama being freighted across and transshipped on the other side. Soon a
Page 94
railroad was established for that purpose. Other crossings, too, were much
in mind. In 1846 a treaty of amity and commerce was entered into with
New Granada, afterwards the United States of Colombia, which gave the
United States a right of way across the Isthmus by any available method. In
return the United States agreed to guarantee the neutrality of the Isthmus.
Great Britain had likewise long been interested in a canal scheme and
courted Nicaragua. Also because of English settlements at Belize or British
Honduras they claimed rights which had been confirmed by the treaty of
Versailles in 1773. Another route, across the isthmus of Tehauntepec, had
also assumed importance. In 1848 a company of American citizens was
formed for and began at once to construct a railway across the isthmus of
Panama. Another contracted with the Nicaraguan government for a canal
there. A treaty was made with Nicaragua whereby a concession was granted
the company for the waterway, the United States guaranteeing the neutrality
of the way as had been done with New Grenada. But the British
government claimed control of the eastern terminus, therefore a treaty had
to be negotiated with her. As a result the Clayton-Bulwer Treaty was signed
and ratified in 1850, whereby the United States and Great Britain agreed to
join in promoting a canal by the Nicaraguan route promising that neither
“would obtain or maintain for itself any exclusive control over the ship-
canal,” nor, and here was the joker, “assume or exercise any dominion ...
over any part of Central America.” Neither was to acquire nor have any
rights the other did not have and they both guarantee the neutrality of the
canal. This, apparently, was a violation of the Monroe Doctrine in so far as
it did allow a European nation a foothold upon this continent, and it was
contrary to the Washingtonian policy of avoiding “entangling alliances.”
However, it was considered at the time to be a victory for American
diplomacy. But Great Britain retained her hold on Belize and some islands
along the coast, and finally it was made known that before the signing of
the treaty Sir Henry Bulwer had left with Clayton a memorandum to the
effect that British renunciation in Central America should not apply to
“Belize” or any of its “dependencies.” Greytown, a British trading post, had
been established as a “free” city at the eastern terminus of the Nicaraguan
route through British influence and support.
In 1851 Greytown levied tribute upon the steamers of the transit
company. One of these refused to pay and was fired upon by a British man-
of-war, the fiction of Greytown being a “free city” apparently went
in mind. In 1846 a treaty of amity and commerce was entered into with
New Granada, afterwards the United States of Colombia, which gave the
United States a right of way across the Isthmus by any available method. In
return the United States agreed to guarantee the neutrality of the Isthmus.
Great Britain had likewise long been interested in a canal scheme and
courted Nicaragua. Also because of English settlements at Belize or British
Honduras they claimed rights which had been confirmed by the treaty of
Versailles in 1773. Another route, across the isthmus of Tehauntepec, had
also assumed importance. In 1848 a company of American citizens was
formed for and began at once to construct a railway across the isthmus of
Panama. Another contracted with the Nicaraguan government for a canal
there. A treaty was made with Nicaragua whereby a concession was granted
the company for the waterway, the United States guaranteeing the neutrality
of the way as had been done with New Grenada. But the British
government claimed control of the eastern terminus, therefore a treaty had
to be negotiated with her. As a result the Clayton-Bulwer Treaty was signed
and ratified in 1850, whereby the United States and Great Britain agreed to
join in promoting a canal by the Nicaraguan route promising that neither
“would obtain or maintain for itself any exclusive control over the ship-
canal,” nor, and here was the joker, “assume or exercise any dominion ...
over any part of Central America.” Neither was to acquire nor have any
rights the other did not have and they both guarantee the neutrality of the
canal. This, apparently, was a violation of the Monroe Doctrine in so far as
it did allow a European nation a foothold upon this continent, and it was
contrary to the Washingtonian policy of avoiding “entangling alliances.”
However, it was considered at the time to be a victory for American
diplomacy. But Great Britain retained her hold on Belize and some islands
along the coast, and finally it was made known that before the signing of
the treaty Sir Henry Bulwer had left with Clayton a memorandum to the
effect that British renunciation in Central America should not apply to
“Belize” or any of its “dependencies.” Greytown, a British trading post, had
been established as a “free” city at the eastern terminus of the Nicaraguan
route through British influence and support.
In 1851 Greytown levied tribute upon the steamers of the transit
company. One of these refused to pay and was fired upon by a British man-
of-war, the fiction of Greytown being a “free city” apparently went
Page 95
glimmering. The situation was critical and for some time looked as though a
war might result. Meanwhile the Accessory Transit Company continued in a
state of trouble with the Greytown government. So bad was it that the
United States vessel Cyane was called upon to protect the buildings of the
Canal Company from destruction. Conditions remained strained, feelings
ran high, until in 1854 one of the officers of a company steamer killed an
individual and in a riot which followed the mob attacked the United States
consul. Lieutenant Hollins, commanding officer of the Cyane, demanded
reparation, and as this was not forthcoming he bombarded and destroyed
the town. This accentuated the trouble between the United States and Great
Britain but did not particularly enhance the building of the Nicaraguan
canal.
About this time Great Britain became involved in the Crimean War while
in the United States the slavery question divided the country. Some hot-
headed southerners wished forcibly to annex Nicaragua and filibusters
actually joined in some of the “revolutions” which are almost always in
progress in Central American States with the idea of extending slave
territory.[55] Through one of these a man by the name of Walker had made
himself head of Nicaragua and for two years remained a dictator. His rule
was marked by severity and a series of acts that won him the enmity of the
Central American States and also that of the Accessory Transit Company,
whose charter and steamers he confiscated. He had secured the presidency
and opened the state to slavery; he had also been able to get recognition at
Washington. But another revolution broke out and he was driven out in
1857.
The action of Walker had destroyed American influence in Central
America. In the United States opinion was divided. Slavery enthusiasts
openly advocated control of any transit route across the isthmus and that
“no power on earth should be suffered to impede.”[56] This and numerous
other troubles which followed, off and on intermittently, delayed and
prevented canal construction.
French Participation. —After the opening of the Suez Canal in 1869 by
the French an organization of French scientists made a careful study of the
various routes across the Isthmus and decided the one at Panama to be the
most feasible. As a result, in 1875, De Lesseps, the engineer of the Suez
Canal, began a careful survey of that route and in 1878, Lucien Bonaparte
Wyse, of the French Navy, secured from the United States of Colombia
war might result. Meanwhile the Accessory Transit Company continued in a
state of trouble with the Greytown government. So bad was it that the
United States vessel Cyane was called upon to protect the buildings of the
Canal Company from destruction. Conditions remained strained, feelings
ran high, until in 1854 one of the officers of a company steamer killed an
individual and in a riot which followed the mob attacked the United States
consul. Lieutenant Hollins, commanding officer of the Cyane, demanded
reparation, and as this was not forthcoming he bombarded and destroyed
the town. This accentuated the trouble between the United States and Great
Britain but did not particularly enhance the building of the Nicaraguan
canal.
About this time Great Britain became involved in the Crimean War while
in the United States the slavery question divided the country. Some hot-
headed southerners wished forcibly to annex Nicaragua and filibusters
actually joined in some of the “revolutions” which are almost always in
progress in Central American States with the idea of extending slave
territory.[55] Through one of these a man by the name of Walker had made
himself head of Nicaragua and for two years remained a dictator. His rule
was marked by severity and a series of acts that won him the enmity of the
Central American States and also that of the Accessory Transit Company,
whose charter and steamers he confiscated. He had secured the presidency
and opened the state to slavery; he had also been able to get recognition at
Washington. But another revolution broke out and he was driven out in
1857.
The action of Walker had destroyed American influence in Central
America. In the United States opinion was divided. Slavery enthusiasts
openly advocated control of any transit route across the isthmus and that
“no power on earth should be suffered to impede.”[56] This and numerous
other troubles which followed, off and on intermittently, delayed and
prevented canal construction.
French Participation. —After the opening of the Suez Canal in 1869 by
the French an organization of French scientists made a careful study of the
various routes across the Isthmus and decided the one at Panama to be the
most feasible. As a result, in 1875, De Lesseps, the engineer of the Suez
Canal, began a careful survey of that route and in 1878, Lucien Bonaparte
Wyse, of the French Navy, secured from the United States of Colombia
Page 96
(which had succeeded New Granada) a concession giving a company to be
organized by him exclusive right to construct a canal and railroad across the
Isthmus of Panama. Neutrality was to be maintained and troops transported
only by permission of Colombia. In return for this privilege and certain
grants of land Colombia was to receive 5 per cent of the gross tolls
collected. The concession was for ninety-nine years and the canal was to be
opened within eighteen years. While it was claimed this concession did not
conflict with the treaty of 1846 between New Granada and the United
States, nevertheless it provided that the latter might share in its advantages.
The concession was transferred to De Lesseps, who arranged for an
International Congress of Geographical Sciences, which assembled in Paris,
May 15, 1879. The United States was one of the twenty-five nations there
represented. Fourteen projects involving seven different routes were
discussed and included all that were considered feasible.
Without going into detailed description some of these routes may be
mentioned. The Tehauntepec route was 148 miles long and required 120
locks, would take about twelve days to pass a vessel through, and was in the
region of earthquakes. The Nicaraguan Route was favored by many—it was
180 miles long, needed 17 locks, but it required an actual construction of
only 60 miles as existing rivers and lakes could be utilized. A route from the
Chiriqui Gulf to the Gulf Dulce, another from the Gulf of Darien by way of
the Atrato and Napipi Rivers, and another into the San Miguel Bay, were
discarded for various reasons. The choice centered upon the route from
Colon to Panama by way of the Culebra pass and the Chagres River. This
route, the shortest of all, was only 45 miles in length, but there were several
disadvantages. The Chagres River must be diverted by a large dam or
carried for miles in an aqueduct.
A company (Compagnie Universelle du Canal Interoceanique) was
organized and popular subscriptions invited. It was claimed that further than
granting the charter the French Government had nothing to do with the
canal. Stock could be owned by people of all nations, but the United States
did not take kindly to the measure, although no formal action to prevent the
construction of the canal was taken. Several promotion schemes were
advanced by private individuals to head off the French and Congress was
petitioned for aid. Captain Eads, who by jetties had deepened the mouth of
the Mississippi River, and an engineer of note, suggested a ship railway
across the isthmus of Tehauntepec. A “Marine Canal Company of
organized by him exclusive right to construct a canal and railroad across the
Isthmus of Panama. Neutrality was to be maintained and troops transported
only by permission of Colombia. In return for this privilege and certain
grants of land Colombia was to receive 5 per cent of the gross tolls
collected. The concession was for ninety-nine years and the canal was to be
opened within eighteen years. While it was claimed this concession did not
conflict with the treaty of 1846 between New Granada and the United
States, nevertheless it provided that the latter might share in its advantages.
The concession was transferred to De Lesseps, who arranged for an
International Congress of Geographical Sciences, which assembled in Paris,
May 15, 1879. The United States was one of the twenty-five nations there
represented. Fourteen projects involving seven different routes were
discussed and included all that were considered feasible.
Without going into detailed description some of these routes may be
mentioned. The Tehauntepec route was 148 miles long and required 120
locks, would take about twelve days to pass a vessel through, and was in the
region of earthquakes. The Nicaraguan Route was favored by many—it was
180 miles long, needed 17 locks, but it required an actual construction of
only 60 miles as existing rivers and lakes could be utilized. A route from the
Chiriqui Gulf to the Gulf Dulce, another from the Gulf of Darien by way of
the Atrato and Napipi Rivers, and another into the San Miguel Bay, were
discarded for various reasons. The choice centered upon the route from
Colon to Panama by way of the Culebra pass and the Chagres River. This
route, the shortest of all, was only 45 miles in length, but there were several
disadvantages. The Chagres River must be diverted by a large dam or
carried for miles in an aqueduct.
A company (Compagnie Universelle du Canal Interoceanique) was
organized and popular subscriptions invited. It was claimed that further than
granting the charter the French Government had nothing to do with the
canal. Stock could be owned by people of all nations, but the United States
did not take kindly to the measure, although no formal action to prevent the
construction of the canal was taken. Several promotion schemes were
advanced by private individuals to head off the French and Congress was
petitioned for aid. Captain Eads, who by jetties had deepened the mouth of
the Mississippi River, and an engineer of note, suggested a ship railway
across the isthmus of Tehauntepec. A “Marine Canal Company of
Page 97
Nicaragua” wanted Congress to guarantee its capital stock; another
Nicaraguan company had Ex-President Grant as a sponsor.[57] The surveys
made by the United States of the Panama and of the Atrato-Napipi routes in
1875, were printed by order of Congress. In 1880 the House asked the
president for the report of surveys made in 1872 and submitted in 1875
which had not yet become public; this report recommended the Nicaraguan
route.
From time to time indignation was manifested in the United States
against allowing a foreign country to gain a foothold even though by a
neutral company on the American continent. The Monroe Doctrine was
brought out; the Clayton-Bulwer treaty was presented; the reports of
Congressional Commissions were referred to as arguments against the De
Lesseps Canal. Various other complications entered, one of which was a
possible conflict of authority if in case of a revolution on the Isthmus it
were necessary to send troops by the United States to maintain the
neutrality of the railroad and by France troops to maintain the neutrality of
the canal.
Sweeping aside these questions De Lesseps made preparation to
construct the canal, and landed a force of seventy engineers,
superintendents and workmen on the Isthmus of Panama in 1881. De
Lesseps planned a tide-water canal which would require a cut of 285 feet in
the Culebra pass. Difficulties encountered from slides in this cut and other
reasons made it advisable afterwards to change the plans. De Lesseps
purchased much machinery in Europe and America at large expense; bought
the Panama railroad for $17,000,000, because the line of the Canal crossed
it frequently and it could be utilized for transporting materials, and began
the operation of opening up the cut at various points along its course. The
engineers estimated the cost at 843,000,000 francs; this, De Lesseps cut to
600,000,000 francs, and set the opening ceremonies for 1888.
During the Garfield administration Secretary of State Blaine held out for
a strong American policy and informed Colombia, which was charged with
making arrangements whereby certain European powers might assume joint
guarantee over the canal, that “any movement in the sense of supplementing
the guarantee contained (in the treaty of 1846) would necessarily be
regarded by this government as an uncalled for intrusion into a field where
the local and general interest of the United States of America should be
considered before those of any other power save those of Colombia
Nicaraguan company had Ex-President Grant as a sponsor.[57] The surveys
made by the United States of the Panama and of the Atrato-Napipi routes in
1875, were printed by order of Congress. In 1880 the House asked the
president for the report of surveys made in 1872 and submitted in 1875
which had not yet become public; this report recommended the Nicaraguan
route.
From time to time indignation was manifested in the United States
against allowing a foreign country to gain a foothold even though by a
neutral company on the American continent. The Monroe Doctrine was
brought out; the Clayton-Bulwer treaty was presented; the reports of
Congressional Commissions were referred to as arguments against the De
Lesseps Canal. Various other complications entered, one of which was a
possible conflict of authority if in case of a revolution on the Isthmus it
were necessary to send troops by the United States to maintain the
neutrality of the railroad and by France troops to maintain the neutrality of
the canal.
Sweeping aside these questions De Lesseps made preparation to
construct the canal, and landed a force of seventy engineers,
superintendents and workmen on the Isthmus of Panama in 1881. De
Lesseps planned a tide-water canal which would require a cut of 285 feet in
the Culebra pass. Difficulties encountered from slides in this cut and other
reasons made it advisable afterwards to change the plans. De Lesseps
purchased much machinery in Europe and America at large expense; bought
the Panama railroad for $17,000,000, because the line of the Canal crossed
it frequently and it could be utilized for transporting materials, and began
the operation of opening up the cut at various points along its course. The
engineers estimated the cost at 843,000,000 francs; this, De Lesseps cut to
600,000,000 francs, and set the opening ceremonies for 1888.
During the Garfield administration Secretary of State Blaine held out for
a strong American policy and informed Colombia, which was charged with
making arrangements whereby certain European powers might assume joint
guarantee over the canal, that “any movement in the sense of supplementing
the guarantee contained (in the treaty of 1846) would necessarily be
regarded by this government as an uncalled for intrusion into a field where
the local and general interest of the United States of America should be
considered before those of any other power save those of Colombia
Page 98
alone.”[58] England claimed to be a new world power equally interested
with the United States in maintaining the neutrality of the canal. Blaine
proposed amending the Clayton-Bulwer treaty so that the United States
could fortify the canal, also to annul that part extending it to any other
practical routes so that the United States might be free to build a canal at
Panama or elsewhere as it chose. Garfield’s death and Blaine’s retirement
from the cabinet ended for the time being policies regarding South and
Central Americas that would either have brought the United States in
trouble with England or secured to her complete control of the canal and
also, perhaps, much of South American trade. A treaty with Nicaragua
allowing the construction of a canal wholly under American control, the
United States guaranteeing the integrity of the territory of Nicaragua, which
was undoubtedly a violation of the Clayton-Bulwer treaty, and prepared by
Frelinghuysen, Secretary of State under Arthur, for the purpose of testing
that treaty, was withdrawn by President Cleveland who was inaugurated
before its confirmation.
There was a growing feeling that the De Lesseps company would never
finish the canal. The company had spent $10,000,000 more than the
estimate of 600,000,000 francs ($120,000,000), and had not paid the
$17,000,000 promised for the Panama railway. In fact it was bankrupt.
While a large amount of excavation had been done, it was small compared
with what was necessary. A magnificent plant with much costly machinery
was going to decay.
The Spanish-American war brought forcibly to the attention of the public
the need of an interoceanic canal.
In 1900 a treaty negotiated by John Hay and Sir Julian Pauncefote
embodying some modifications of the Clayton-Bulwer treaty had been so
amended in the Senate that Great Britain would not accept it. A new treaty
made in view of the Senate amendments and the British objections was
submitted a few months after Roosevelt became President. It abrogated
parts of the Clayton-Bulwer Treaty and gave to the United States full
ownership and control of the proposed canal. Colonel Roosevelt had
strongly advocated this while governor of New York before his accession to
the presidency.[59]
Two commissions in the past had reported favorably on the Nicaraguan
route. A third commission with Admiral John G. Walker as chairman was
appointed and authorized in 1899 to expend a million dollars, if necessary,
with the United States in maintaining the neutrality of the canal. Blaine
proposed amending the Clayton-Bulwer treaty so that the United States
could fortify the canal, also to annul that part extending it to any other
practical routes so that the United States might be free to build a canal at
Panama or elsewhere as it chose. Garfield’s death and Blaine’s retirement
from the cabinet ended for the time being policies regarding South and
Central Americas that would either have brought the United States in
trouble with England or secured to her complete control of the canal and
also, perhaps, much of South American trade. A treaty with Nicaragua
allowing the construction of a canal wholly under American control, the
United States guaranteeing the integrity of the territory of Nicaragua, which
was undoubtedly a violation of the Clayton-Bulwer treaty, and prepared by
Frelinghuysen, Secretary of State under Arthur, for the purpose of testing
that treaty, was withdrawn by President Cleveland who was inaugurated
before its confirmation.
There was a growing feeling that the De Lesseps company would never
finish the canal. The company had spent $10,000,000 more than the
estimate of 600,000,000 francs ($120,000,000), and had not paid the
$17,000,000 promised for the Panama railway. In fact it was bankrupt.
While a large amount of excavation had been done, it was small compared
with what was necessary. A magnificent plant with much costly machinery
was going to decay.
The Spanish-American war brought forcibly to the attention of the public
the need of an interoceanic canal.
In 1900 a treaty negotiated by John Hay and Sir Julian Pauncefote
embodying some modifications of the Clayton-Bulwer treaty had been so
amended in the Senate that Great Britain would not accept it. A new treaty
made in view of the Senate amendments and the British objections was
submitted a few months after Roosevelt became President. It abrogated
parts of the Clayton-Bulwer Treaty and gave to the United States full
ownership and control of the proposed canal. Colonel Roosevelt had
strongly advocated this while governor of New York before his accession to
the presidency.[59]
Two commissions in the past had reported favorably on the Nicaraguan
route. A third commission with Admiral John G. Walker as chairman was
appointed and authorized in 1899 to expend a million dollars, if necessary,
Page 99
to make a thorough investigation of the several routes. In 1901 the
committee reported that the “Commission is of the opinion that the most
practicable and feasible route for an Isthmian Canal, to be under the control,
management, and ownership of the United States is that known as the
Nicaraguan route.”[60] The Commission placed the estimated cost of the
Nicaraguan Canal at $189,864,062; of completing the Panama Canal at
$144,233,358; and that to this latter sum should be added the cost of
acquiring the rights of the French company. The company asked
$109,141,500, but the Commission estimated its worth at $40,000,000. The
company considered this unfair but finally offered to negotiate with the
United States and sell on the best terms possible. The Commission made a
supplementary report recommending the Panama route and purchase of the
French company’s work and rights at $40,000,000. An act was signed by
the president, June 28, 1902, which had passed Congress, not without
opposition, authorizing the president to acquire control of the rights and
property of the Panama Canal Company, to acquire perpetual control of a
strip of land not less than 6 miles in width, across the Isthmus, to proceed as
soon as these rights were acquired to construct a canal through “The
Isthmian Canal Commission” created by the act; but should he be unable to
get satisfactory title to the property of the French company and the control
of territory from Colombia, then the president was authorized to negotiate
with Nicaragua and build a canal along the Nicaraguan route.
Attorney General Knox reported that the French company could give a
clear title; a convention was entered into by which the United States upon
the payment of $10,000,000 in cash and an annual rental of $250,000 per
year was to receive the necessary control and strip of land. The Senate
ratified this March 17, 1903. When it went to the Colombian congress,
however, it was rejected by unanimous vote. President Roosevelt declared
Colombia wanted to wait until they could forfeit the title of the French
company then sell to the United States for $40,000,000.[61] This view may
and possibly was erroneous. There was again a demand that the Nicaraguan
route be chosen. But on November 3, 1903, the Panamanians, instigated by
the French company, whose entire concession and undertaking would revert
to Colombia in less than a year,[62] seeing their interests being sacrificed by
the cupidity of Colombia, consummated a revolution. Many were of the
opinion that the president of the United States was particeps criminis. In a
letter to a friend[63] dated October 10, 1903, he says, “I cast aside the
committee reported that the “Commission is of the opinion that the most
practicable and feasible route for an Isthmian Canal, to be under the control,
management, and ownership of the United States is that known as the
Nicaraguan route.”[60] The Commission placed the estimated cost of the
Nicaraguan Canal at $189,864,062; of completing the Panama Canal at
$144,233,358; and that to this latter sum should be added the cost of
acquiring the rights of the French company. The company asked
$109,141,500, but the Commission estimated its worth at $40,000,000. The
company considered this unfair but finally offered to negotiate with the
United States and sell on the best terms possible. The Commission made a
supplementary report recommending the Panama route and purchase of the
French company’s work and rights at $40,000,000. An act was signed by
the president, June 28, 1902, which had passed Congress, not without
opposition, authorizing the president to acquire control of the rights and
property of the Panama Canal Company, to acquire perpetual control of a
strip of land not less than 6 miles in width, across the Isthmus, to proceed as
soon as these rights were acquired to construct a canal through “The
Isthmian Canal Commission” created by the act; but should he be unable to
get satisfactory title to the property of the French company and the control
of territory from Colombia, then the president was authorized to negotiate
with Nicaragua and build a canal along the Nicaraguan route.
Attorney General Knox reported that the French company could give a
clear title; a convention was entered into by which the United States upon
the payment of $10,000,000 in cash and an annual rental of $250,000 per
year was to receive the necessary control and strip of land. The Senate
ratified this March 17, 1903. When it went to the Colombian congress,
however, it was rejected by unanimous vote. President Roosevelt declared
Colombia wanted to wait until they could forfeit the title of the French
company then sell to the United States for $40,000,000.[61] This view may
and possibly was erroneous. There was again a demand that the Nicaraguan
route be chosen. But on November 3, 1903, the Panamanians, instigated by
the French company, whose entire concession and undertaking would revert
to Colombia in less than a year,[62] seeing their interests being sacrificed by
the cupidity of Colombia, consummated a revolution. Many were of the
opinion that the president of the United States was particeps criminis. In a
letter to a friend[63] dated October 10, 1903, he says, “I cast aside the
Page 100
proposition at this time to foment the secession of Panama. Whatever other
governments can do, the United States can not go into the securing, by such
underhand means, the cession. Privately, I freely say to you that I should be
delighted if Panama were an independent state, or if it made itself so at this
moment; but for me to say so publicly would amount to an instigation of a
revolt, and therefore I cannot say it.”
Many years later when chaffingly accused of being a wicked conspirator,
Mr. Roosevelt is quoted as having said: “What was the use? The other
fellows in Paris and New York had taken all the risk and were doing all the
work. Instead of trying to run a parallel conspiracy, I had only to sit still and
profit by their plot—if it succeeded.”[64]
The revolution was bloodless except for the accidental killing of a
Chinaman and a dog. Colombia, however, as soon as possible sent troops to
Colon. The following day the U. S. Ship Nashville landed fifty marines. The
next day the Colombian troops left, said by some to have been bribed. A
Panamanian government was formed; on November 6th, the American
consul was ordered from Washington to recognize it; a week later their
minister was formally received by President Roosevelt. On January 4, 1904,
the president presented for ratification a treaty. The Senate ratified it
February 23, 1904. Thus rapidly did things move. By this agreement the
United States secured from the Republic of Panama a zone of land 10 miles
wide for the canal with full power over it. In return the United States
guaranteed the independence of the Panama republic, and agreed to pay
$10,000,000 upon exchange of ratifications and the sum, beginning nine
years thereafter, of $250,000 per annum.
The Colombians protested and sent their former president General Reyes
to Washington to persuade the Government to abrogate its compact with
Panama. The counsel for Colombia is quoted as saying that “Reyes was
authorized to accept $8,000,000 for all the desired concessions and he
would have taken $5,000,000, but Hay and Roosevelt were so foolish they
wouldn’t accept.”[65] Be that as it may, the effort was several times made to
get for Colombia a gratuity much greater than Reyes would have accepted,
and in 1921 Congress appropriated for that purpose $25,000,000, thus, in a
way, acknowledging that Colombia was wronged and that the United States
had been profited thereby.
A commission was formed to undertake the construction of the canal.
This was changed two or three times during the construction. The
governments can do, the United States can not go into the securing, by such
underhand means, the cession. Privately, I freely say to you that I should be
delighted if Panama were an independent state, or if it made itself so at this
moment; but for me to say so publicly would amount to an instigation of a
revolt, and therefore I cannot say it.”
Many years later when chaffingly accused of being a wicked conspirator,
Mr. Roosevelt is quoted as having said: “What was the use? The other
fellows in Paris and New York had taken all the risk and were doing all the
work. Instead of trying to run a parallel conspiracy, I had only to sit still and
profit by their plot—if it succeeded.”[64]
The revolution was bloodless except for the accidental killing of a
Chinaman and a dog. Colombia, however, as soon as possible sent troops to
Colon. The following day the U. S. Ship Nashville landed fifty marines. The
next day the Colombian troops left, said by some to have been bribed. A
Panamanian government was formed; on November 6th, the American
consul was ordered from Washington to recognize it; a week later their
minister was formally received by President Roosevelt. On January 4, 1904,
the president presented for ratification a treaty. The Senate ratified it
February 23, 1904. Thus rapidly did things move. By this agreement the
United States secured from the Republic of Panama a zone of land 10 miles
wide for the canal with full power over it. In return the United States
guaranteed the independence of the Panama republic, and agreed to pay
$10,000,000 upon exchange of ratifications and the sum, beginning nine
years thereafter, of $250,000 per annum.
The Colombians protested and sent their former president General Reyes
to Washington to persuade the Government to abrogate its compact with
Panama. The counsel for Colombia is quoted as saying that “Reyes was
authorized to accept $8,000,000 for all the desired concessions and he
would have taken $5,000,000, but Hay and Roosevelt were so foolish they
wouldn’t accept.”[65] Be that as it may, the effort was several times made to
get for Colombia a gratuity much greater than Reyes would have accepted,
and in 1921 Congress appropriated for that purpose $25,000,000, thus, in a
way, acknowledging that Colombia was wronged and that the United States
had been profited thereby.
A commission was formed to undertake the construction of the canal.
This was changed two or three times during the construction. The
Page 101
immensity of the work necessary to make a tidewater canal, and the fact
that its completion would be materially delayed, caused the abandonment of
that plan. Three sets of locks were provided—at Gatun, Pedro Miguel, and
Miraflores. A great dam was built across the lower end of the Chagres,
entirely blocking the flow of that river and creating a large artificial lake
165 square miles in area whose maximum height is 85 feet above sea water.
This lake serves for storage water necessary to manipulate the canal and
locks; any surplus flows through a spillway into the Pacific Ocean. Great
breakwaters were constructed to make smooth harbors at Colon and
Panama and prevent silting. The canal is at sea level to Gatun, 8 miles, then
three steps lead it to Gatun Lake; it continues on that level for 32 miles;
then down one step at Pedro Miguel to Miraflores Lake, 55 feet above sea
level; thence through the Miraflores locks to sea level again and then out to
deep water in the Pacific, 11 miles. The locks are 1000 feet long and large
enough in every way to accommodate the largest ships afloat. These great
locks with their mammoth gates, tunnels for filling, and mechanical means
of operation are one of the seven wonders of the modern world. The cost
was about $400,000,000 to date of opening. Since that time considerable
sums have been spent in fortifications, improvements, and maintenance—
several large slides having occurred in the Culebra Cut. The “total amount
expended or advanced to disbursing officers for purchase, construction,
fortification, etc., to June 30, 1919, $452,075,376.”[66] The tolls amount to
about $7,000,000 annually.
The principal arguments in favor of the United States building the inter-
oceanic canal were its utility as a measure of preparedness for and strategy
in case of war. By furnishing quick passage between the east and west
coasts the navy necessary for the protection of these coasts could be
reduced one half. With the canal entirely in the control of the Government
no foreign nation could take advantage of it to our detriment.
Notwithstanding the need of the canal for war purposes, the benefits to be
derived by the commerce of peace will doubtless be manifold more
valuable. It furnishes cheap transportation between the west and east coasts,
and shortens materially the distance from the Atlantic seaboard to western
South America as well as to the islands of the Pacific Ocean. During the
year 1920, “2814 ships representing 11,236,119 tons of cargo, passed
through the waterway” being a considerable increase over any preceding
year.[67] Of these 45.5 per cent were registered United States vessels, more
that its completion would be materially delayed, caused the abandonment of
that plan. Three sets of locks were provided—at Gatun, Pedro Miguel, and
Miraflores. A great dam was built across the lower end of the Chagres,
entirely blocking the flow of that river and creating a large artificial lake
165 square miles in area whose maximum height is 85 feet above sea water.
This lake serves for storage water necessary to manipulate the canal and
locks; any surplus flows through a spillway into the Pacific Ocean. Great
breakwaters were constructed to make smooth harbors at Colon and
Panama and prevent silting. The canal is at sea level to Gatun, 8 miles, then
three steps lead it to Gatun Lake; it continues on that level for 32 miles;
then down one step at Pedro Miguel to Miraflores Lake, 55 feet above sea
level; thence through the Miraflores locks to sea level again and then out to
deep water in the Pacific, 11 miles. The locks are 1000 feet long and large
enough in every way to accommodate the largest ships afloat. These great
locks with their mammoth gates, tunnels for filling, and mechanical means
of operation are one of the seven wonders of the modern world. The cost
was about $400,000,000 to date of opening. Since that time considerable
sums have been spent in fortifications, improvements, and maintenance—
several large slides having occurred in the Culebra Cut. The “total amount
expended or advanced to disbursing officers for purchase, construction,
fortification, etc., to June 30, 1919, $452,075,376.”[66] The tolls amount to
about $7,000,000 annually.
The principal arguments in favor of the United States building the inter-
oceanic canal were its utility as a measure of preparedness for and strategy
in case of war. By furnishing quick passage between the east and west
coasts the navy necessary for the protection of these coasts could be
reduced one half. With the canal entirely in the control of the Government
no foreign nation could take advantage of it to our detriment.
Notwithstanding the need of the canal for war purposes, the benefits to be
derived by the commerce of peace will doubtless be manifold more
valuable. It furnishes cheap transportation between the west and east coasts,
and shortens materially the distance from the Atlantic seaboard to western
South America as well as to the islands of the Pacific Ocean. During the
year 1920, “2814 ships representing 11,236,119 tons of cargo, passed
through the waterway” being a considerable increase over any preceding
year.[67] Of these 45.5 per cent were registered United States vessels, more
Page 102
than any other one nation. Fuel-oil, nitrates, steel and iron hold leading
places in the line of commodities carried.
River Transportation. —As has already been stated streams and rivers
were early adopted as a means for transportation. Birch-bark and dug-out
canoes, flat-boats and keel-boats, with and without sails, and rafts were
extensively used. For small boats paddles and oars furnished the means of
navigation, while several pairs of oars were utilized on the larger boats. In
shallow water poling was much in vogue. Two men by pushing poles
against the bottom of the stream from opposite sides of a small boat could
easily propel it. On still larger boats and rafts the men as they pushed
walked toward the stern as far as possible while the craft moved through the
water under them. A third man held it with his pole until the first two
regained a position near the front for another push. By this arduous and
crude means boats were propelled up shallow but often swift currents. On
the larger rivers sails were employed. Going downstream offered little
difficulty except to keep clear of sand bars and snags. Sails, oars, and poles
were sometimes relied upon to assist the current in making speed. Large
rafts of logs and lumber made by tying timbers together with wooden pins
were floated down the rivers and broken up and sold when they reached
their destination. Furs, hides, bacon, cured hams, or jerked-meat might form
a cargo, stored during transit, in a small cabin erected at the center of the
raft, which might occupy from 400 to 600 square feet.
The construction of a practicable steamboat in 1807 by Robert Fulton[68]
and another by John Stevens, the same year, revolutionized both river and
sea navigation. While many attempts had been made to utilize the steam
engine for propelling boats, and some of them mechanically successful,
Fulton’s was the first boat built and adapted for the conveyance of freight
and passengers on a scale commercially successful. Fulton had had the
confidence and backing of R. R. Livingston and the firm of Fulton &
Livingston was formed. This firm secured a monopoly for operating steam
vessels in the waters of the state of New York. The first boat, the Clermont,
named after Livingston’s estate on the Hudson River, was 130 feet long, 18
feet beam, and 7 feet deep, with a burden of 160 tons. The Boulton & Watt
engine had been brought from England the year previous by Fulton and the
boat built for it. The vessel made a successful trial trip to Albany, August 7
to 9, and returned the following two days; her running speed had only
averaged about 5 miles an hour, but she had demonstrated the practicability
places in the line of commodities carried.
River Transportation. —As has already been stated streams and rivers
were early adopted as a means for transportation. Birch-bark and dug-out
canoes, flat-boats and keel-boats, with and without sails, and rafts were
extensively used. For small boats paddles and oars furnished the means of
navigation, while several pairs of oars were utilized on the larger boats. In
shallow water poling was much in vogue. Two men by pushing poles
against the bottom of the stream from opposite sides of a small boat could
easily propel it. On still larger boats and rafts the men as they pushed
walked toward the stern as far as possible while the craft moved through the
water under them. A third man held it with his pole until the first two
regained a position near the front for another push. By this arduous and
crude means boats were propelled up shallow but often swift currents. On
the larger rivers sails were employed. Going downstream offered little
difficulty except to keep clear of sand bars and snags. Sails, oars, and poles
were sometimes relied upon to assist the current in making speed. Large
rafts of logs and lumber made by tying timbers together with wooden pins
were floated down the rivers and broken up and sold when they reached
their destination. Furs, hides, bacon, cured hams, or jerked-meat might form
a cargo, stored during transit, in a small cabin erected at the center of the
raft, which might occupy from 400 to 600 square feet.
The construction of a practicable steamboat in 1807 by Robert Fulton[68]
and another by John Stevens, the same year, revolutionized both river and
sea navigation. While many attempts had been made to utilize the steam
engine for propelling boats, and some of them mechanically successful,
Fulton’s was the first boat built and adapted for the conveyance of freight
and passengers on a scale commercially successful. Fulton had had the
confidence and backing of R. R. Livingston and the firm of Fulton &
Livingston was formed. This firm secured a monopoly for operating steam
vessels in the waters of the state of New York. The first boat, the Clermont,
named after Livingston’s estate on the Hudson River, was 130 feet long, 18
feet beam, and 7 feet deep, with a burden of 160 tons. The Boulton & Watt
engine had been brought from England the year previous by Fulton and the
boat built for it. The vessel made a successful trial trip to Albany, August 7
to 9, and returned the following two days; her running speed had only
averaged about 5 miles an hour, but she had demonstrated the practicability
Page 103
of steam navigation on inland waters. Following close after this event,
Stevens, who had been experimenting for years and, it is claimed, had
launched a screw propeller vessel driven by steam as early as 1804,
perfected his vessel, but because of Fulton & Livingston’s monopoly took it
to the Delaware River at Philadelphia. The trip around by sea demonstrated
the feasibility of steam navigation on the ocean. Very shortly thereafter
Fulton & Livingston had placed a fleet of their vessels on the Hudson River
and Long Island Sound, and had begun to build them at Pittsburgh while
John Stevens & Sons had their vessels on the Delaware and Connecticut
Rivers. Soon all navigable waters were covered with steam propelled
vessels.
Prior to the introduction of the steamboat Mississippi River traffic had
been, as has been stated, carried on by flat boats, rafts, and perhaps some
twenty barges[69] of a better quality. These latter had been making one
round trip a year requiring sixty days down and ninety days back from
Louisville to New Orleans. This time, by 1822, had been reduced to seven
days down and sixteen days up. By 1830 all the navigable tributaries of the
Mississippi were traversed by steamboats and the produce of a western
empire teeming through the portals was rapidly making New Orleans a
great city. The value of these commodities were given as approximating
$26,000,000 annually.[70] In 1860 a writer said: “upward of two hundred
millions of dollars worth of merchandise are annually brought to this
market.”[71] New Orleans was an extremely busy place with all the
picturesqueness of pioneer cities generally. Ranking twelfth of the cities of
the United States in 1790, it had steadily climbed up to third place in 1840,
[72] when the northern cities through the influence of the railroads and the
decline of river traffic began to outstrip it. The levee, an embankment along
the river, several feet higher than the city, was bordered by a long line of
warehouses on the land side and by quays extending into the river on the
other side. Miles of ships, boats, and barges were anchored along the levee
as automobiles are now parked along a street, heads in. A contemporaneous
writer describes it thus:
The New Orleans levee is one continuous landing-place, or quay, 4 miles in extent, and of an
average width of 100 feet. It is 15 feet above low water mark, and 6 feet above the level of the city, to
which it is graduated by an easy descent. During the business season, from November to July, the
river front of the levee is crowded with vessels, of all sizes and from all quarters of the world, with
hundreds of large and splendid steamboats, barges, flat-boats, etc. The levee presents a most busy and
animated prospect. Here are seen piles of cotton bales, vast numbers of barrels of pork, flour and
Stevens, who had been experimenting for years and, it is claimed, had
launched a screw propeller vessel driven by steam as early as 1804,
perfected his vessel, but because of Fulton & Livingston’s monopoly took it
to the Delaware River at Philadelphia. The trip around by sea demonstrated
the feasibility of steam navigation on the ocean. Very shortly thereafter
Fulton & Livingston had placed a fleet of their vessels on the Hudson River
and Long Island Sound, and had begun to build them at Pittsburgh while
John Stevens & Sons had their vessels on the Delaware and Connecticut
Rivers. Soon all navigable waters were covered with steam propelled
vessels.
Prior to the introduction of the steamboat Mississippi River traffic had
been, as has been stated, carried on by flat boats, rafts, and perhaps some
twenty barges[69] of a better quality. These latter had been making one
round trip a year requiring sixty days down and ninety days back from
Louisville to New Orleans. This time, by 1822, had been reduced to seven
days down and sixteen days up. By 1830 all the navigable tributaries of the
Mississippi were traversed by steamboats and the produce of a western
empire teeming through the portals was rapidly making New Orleans a
great city. The value of these commodities were given as approximating
$26,000,000 annually.[70] In 1860 a writer said: “upward of two hundred
millions of dollars worth of merchandise are annually brought to this
market.”[71] New Orleans was an extremely busy place with all the
picturesqueness of pioneer cities generally. Ranking twelfth of the cities of
the United States in 1790, it had steadily climbed up to third place in 1840,
[72] when the northern cities through the influence of the railroads and the
decline of river traffic began to outstrip it. The levee, an embankment along
the river, several feet higher than the city, was bordered by a long line of
warehouses on the land side and by quays extending into the river on the
other side. Miles of ships, boats, and barges were anchored along the levee
as automobiles are now parked along a street, heads in. A contemporaneous
writer describes it thus:
The New Orleans levee is one continuous landing-place, or quay, 4 miles in extent, and of an
average width of 100 feet. It is 15 feet above low water mark, and 6 feet above the level of the city, to
which it is graduated by an easy descent. During the business season, from November to July, the
river front of the levee is crowded with vessels, of all sizes and from all quarters of the world, with
hundreds of large and splendid steamboats, barges, flat-boats, etc. The levee presents a most busy and
animated prospect. Here are seen piles of cotton bales, vast numbers of barrels of pork, flour and
Page 104
liquors of various kinds, bales of foreign and domestic manufactures, hogsheads of sugar, crates of
ware, etc., draymen with their carts, buyers, sellers, laborers, etc. Valuable products from the head
waters of the Missouri, 3000 miles distant, center here. The Illinois, the Ohio, the Arkansas and Red
Rivers, with the Mississippi, are all tributaries to this commercial depot.
Under the influence of the river traffic many other cities were springing
into importance. Many of these later became centers of railroad activity and
thus retained or even bettered their rank. Others gradually wasted away
until they are mere hamlets to-day.
The times seem to have been ripe when Fulton’s Clermont appeared, for
almost immediately the steamboat industry thrived. During the first ten
years 131 steam vessels had been built and by 1832, 474;[73] in 1836 and
1837, 145 and 158 respectively were launched. Building was for a few
years checked by business depression but soon revived and in 1846 there
were constructed 225 steam vessels. The Civil War reduced the number;
immediately following business sprang up again and taking into account
coasts, rivers, and lakes has continued brisk ever since.
With the growth in the number of vessels, up until railroads began to
monopolize travel and freight, the accommodations and speed were
continually improved until river and sound boats were frequently spoken of
as “floating palaces.” Packets were built to accommodate several hundred
passengers, with staterooms, saloons, dining rooms, bathrooms, barber
shops, and other features. The river steamboat may be said to be a
development of the pole-boat or flat-boat. On account of the shoals they
must be broad and shallow. The paddle wheels on the sides are operated
independently in order to facilitate quick turning. The weight of engines,
boilers, fuel bunkers, freight and passenger burden, are distributed fairly
well over the entire surface. Some of the best lower Mississippi boats had a
length of hull of 300 feet, a width of 50 feet and depth of hold of 9 feet. The
boat fully loaded drew about 10 feet of water, when light, 4 feet. “Mark
twain,” 6 feet, represented the shallowest water the vessels piloted by
Samuel L. Clemens could navigate; after quitting steam-boating he adopted
that term for a nom-de-plume, under which his inimitable writings were
published.[74] The main deck overhangs the hull and is about 90 feet wide.
A complete system of ties and braces above the hull gives it strength and
stiffness. Modern boats are electric lighted and have swinging gangplanks,
capstans, and all the recent power improvements for the rapid handling of
freight and passengers. The staterooms are erected on the saloon deck with
ware, etc., draymen with their carts, buyers, sellers, laborers, etc. Valuable products from the head
waters of the Missouri, 3000 miles distant, center here. The Illinois, the Ohio, the Arkansas and Red
Rivers, with the Mississippi, are all tributaries to this commercial depot.
Under the influence of the river traffic many other cities were springing
into importance. Many of these later became centers of railroad activity and
thus retained or even bettered their rank. Others gradually wasted away
until they are mere hamlets to-day.
The times seem to have been ripe when Fulton’s Clermont appeared, for
almost immediately the steamboat industry thrived. During the first ten
years 131 steam vessels had been built and by 1832, 474;[73] in 1836 and
1837, 145 and 158 respectively were launched. Building was for a few
years checked by business depression but soon revived and in 1846 there
were constructed 225 steam vessels. The Civil War reduced the number;
immediately following business sprang up again and taking into account
coasts, rivers, and lakes has continued brisk ever since.
With the growth in the number of vessels, up until railroads began to
monopolize travel and freight, the accommodations and speed were
continually improved until river and sound boats were frequently spoken of
as “floating palaces.” Packets were built to accommodate several hundred
passengers, with staterooms, saloons, dining rooms, bathrooms, barber
shops, and other features. The river steamboat may be said to be a
development of the pole-boat or flat-boat. On account of the shoals they
must be broad and shallow. The paddle wheels on the sides are operated
independently in order to facilitate quick turning. The weight of engines,
boilers, fuel bunkers, freight and passenger burden, are distributed fairly
well over the entire surface. Some of the best lower Mississippi boats had a
length of hull of 300 feet, a width of 50 feet and depth of hold of 9 feet. The
boat fully loaded drew about 10 feet of water, when light, 4 feet. “Mark
twain,” 6 feet, represented the shallowest water the vessels piloted by
Samuel L. Clemens could navigate; after quitting steam-boating he adopted
that term for a nom-de-plume, under which his inimitable writings were
published.[74] The main deck overhangs the hull and is about 90 feet wide.
A complete system of ties and braces above the hull gives it strength and
stiffness. Modern boats are electric lighted and have swinging gangplanks,
capstans, and all the recent power improvements for the rapid handling of
freight and passengers. The staterooms are erected on the saloon deck with
Page 105
doors opening into the saloon and on a narrow passageway along the
outside. The saloon generally extends the full length of the house, giving a
large well-lighted room, used as a lounging and dining room. Above this is
another deck on which are officers’ quarters and above all fully glassed in is
the pilot house. The freight capacity of these boats is given as 1500 tons,
and there are 70 staterooms to accommodate 140 passengers. Deck passage
could be provided for a number more. The cost of a “floating palace” was in
the ’eighties from $100,000 to $120,000.
Extremely handsome, well equipped, and finely decorated boats ply
regularly on the Hudson River and on Long Island Sound. Some of the
vessels of one line are over 400 feet long and 50 feet wide. The decks are
about 90 feet wide and they have over 350 state rooms; many of them are
magnificently equipped.
O’Hanlon’s “Irish Emigrants’ Guide to the United States,” published in
1851, would indicate that all traveling in that day was not as comfortable as
might be inferred from the preceding. With regard to steamboats it says:
These have been termed “flying palaces,” and many of them are fitted up in style of great
magnificence. But the comfort of traveling by them is confined to cabin passengers, state rooms,
accommodating two persons each, in separate berths, are appropriated for retirement by day and for
rest at night; ladies and gentlemen have separate cabins, but dine at the same table, which is set out in
the “social hall,” and stocked with a variety of luxuries.... The deck passengers are immediately
under the cabin, and in the hinder part of the boat.
A few berths are fitted up for their reception without bedding. Provisions must be provided at their
own expense, and also a mode of preparing them. Sometimes numbers are huddled together on board
without having room to move, or stretch themselves out for rest; the inconvenience of this mode of
traveling can hardly be appreciated without being experienced.
It is also stated that steamboat traveling was dangerous because of the
explosions. It is true there were a number of boiler explosions. Mark Twain
mentions one of the very worst,[75] the explosion of the Pennsylvania. He
also discusses the subject of racing, which after the Government rules
regarding steam pressure went into effect, he claims not to have been
dangerous. One of the later races, that between the Robert E. Lee and the
Natchez in 1870 was an event of national interest. The time of the Robert E.
Lee from New Orleans to St. Louis was 3 days 18 hours and 14 minutes
from dock to dock. Mark Twain claims the fastest long-distance running
was made by the Eclipse in 1855 when she made the trip from New Orleans
to Cairo at an average speed “a shade under fourteen and three-eighths
miles per hour.”
outside. The saloon generally extends the full length of the house, giving a
large well-lighted room, used as a lounging and dining room. Above this is
another deck on which are officers’ quarters and above all fully glassed in is
the pilot house. The freight capacity of these boats is given as 1500 tons,
and there are 70 staterooms to accommodate 140 passengers. Deck passage
could be provided for a number more. The cost of a “floating palace” was in
the ’eighties from $100,000 to $120,000.
Extremely handsome, well equipped, and finely decorated boats ply
regularly on the Hudson River and on Long Island Sound. Some of the
vessels of one line are over 400 feet long and 50 feet wide. The decks are
about 90 feet wide and they have over 350 state rooms; many of them are
magnificently equipped.
O’Hanlon’s “Irish Emigrants’ Guide to the United States,” published in
1851, would indicate that all traveling in that day was not as comfortable as
might be inferred from the preceding. With regard to steamboats it says:
These have been termed “flying palaces,” and many of them are fitted up in style of great
magnificence. But the comfort of traveling by them is confined to cabin passengers, state rooms,
accommodating two persons each, in separate berths, are appropriated for retirement by day and for
rest at night; ladies and gentlemen have separate cabins, but dine at the same table, which is set out in
the “social hall,” and stocked with a variety of luxuries.... The deck passengers are immediately
under the cabin, and in the hinder part of the boat.
A few berths are fitted up for their reception without bedding. Provisions must be provided at their
own expense, and also a mode of preparing them. Sometimes numbers are huddled together on board
without having room to move, or stretch themselves out for rest; the inconvenience of this mode of
traveling can hardly be appreciated without being experienced.
It is also stated that steamboat traveling was dangerous because of the
explosions. It is true there were a number of boiler explosions. Mark Twain
mentions one of the very worst,[75] the explosion of the Pennsylvania. He
also discusses the subject of racing, which after the Government rules
regarding steam pressure went into effect, he claims not to have been
dangerous. One of the later races, that between the Robert E. Lee and the
Natchez in 1870 was an event of national interest. The time of the Robert E.
Lee from New Orleans to St. Louis was 3 days 18 hours and 14 minutes
from dock to dock. Mark Twain claims the fastest long-distance running
was made by the Eclipse in 1855 when she made the trip from New Orleans
to Cairo at an average speed “a shade under fourteen and three-eighths
miles per hour.”
Page 106
An idea of the rates charged for passenger fare and for freight traffic on
steam-boats may be obtained from the following.
In 1816 from New York to Albany the fare was $7, about 4 cents per
mile. For way stations between about 5 cents per mile, but no charge less
than $1.[76]
Steamboat Fares
Fare
Per Mile
Date Between Distance Total Cents
1816 New York and Albany 145 $7.00 4
1817 New York to Providence 200 10.00 5
1825 Boston to Portland 160 5.00 3
1825 Boston to Bath 6.00 With
-
1825 Boston to Augusta 7.00 meals
1825 Boston to East Port 275 11.00 4
1848 New York to Albany 145 .50 .3
1848 New York to Erie 600 7.50 1.3
1848 New York to Detroit 825 8.50 1
1848 New York to Chicago 1520 12.50 .7 [77]
-
1848 Baltimore to Richmond 378 10.00
1848 Tuscaloosa to Mobile 675 12.00
Sailing
1848 Boston and New York to New Orleans - 40-50
Packet
In 1817 from Rhode Island to New York, $10, approximately 5 cents per
mile.
The Government’s Attitude Toward River Improvement. —The
individual states had been encouraging turnpikes, canals, and other interior
improvements by subscribing and underwriting stock in private companies
authorized to build and operate the improvements. Frequently monopolies
were granted to operating companies.[78] States were jealous of each other
and hesitated to appropriate money for improvements which would inure to
the benefit of another state, and frequently an improvement in one state was
worthless unless joining improvements could be made in neighboring
states. Many men, believing in a large and unified nation rather than a
confederation of several small nations advocated governmental action.
Strict constitutionalists and states’ rights men objected. President Madison
had vetoed Calhoun’s Bonus Bill for roads and canals upon the ground that
steam-boats may be obtained from the following.
In 1816 from New York to Albany the fare was $7, about 4 cents per
mile. For way stations between about 5 cents per mile, but no charge less
than $1.[76]
Steamboat Fares
Fare
Per Mile
Date Between Distance Total Cents
1816 New York and Albany 145 $7.00 4
1817 New York to Providence 200 10.00 5
1825 Boston to Portland 160 5.00 3
1825 Boston to Bath 6.00 With
-
1825 Boston to Augusta 7.00 meals
1825 Boston to East Port 275 11.00 4
1848 New York to Albany 145 .50 .3
1848 New York to Erie 600 7.50 1.3
1848 New York to Detroit 825 8.50 1
1848 New York to Chicago 1520 12.50 .7 [77]
-
1848 Baltimore to Richmond 378 10.00
1848 Tuscaloosa to Mobile 675 12.00
Sailing
1848 Boston and New York to New Orleans - 40-50
Packet
In 1817 from Rhode Island to New York, $10, approximately 5 cents per
mile.
The Government’s Attitude Toward River Improvement. —The
individual states had been encouraging turnpikes, canals, and other interior
improvements by subscribing and underwriting stock in private companies
authorized to build and operate the improvements. Frequently monopolies
were granted to operating companies.[78] States were jealous of each other
and hesitated to appropriate money for improvements which would inure to
the benefit of another state, and frequently an improvement in one state was
worthless unless joining improvements could be made in neighboring
states. Many men, believing in a large and unified nation rather than a
confederation of several small nations advocated governmental action.
Strict constitutionalists and states’ rights men objected. President Madison
had vetoed Calhoun’s Bonus Bill for roads and canals upon the ground that
Page 107
the constitution did not vest Congress with power to undertake such
improvements.[79] Calhoun had used all the power of his great eloquence
based upon the “common defense and general welfare” clause of the
constitution in favor of such improvements. He considered it the duty of
Congress to “bind the republic together with a perfect system of roads and
canals.” He exclaimed that the very extent of the country “exposes us to the
greatest of all calamities,—next to the loss of liberty,—and even to that in
its consequences—disunion. We are great, and rapidly—I was about to say
fearfully growing. This is our pride and our danger; our weakness and our
strength. We are under the most imperious obligation to counteract every
tendency to disunion.... Whatever impedes the intercourse of the extremes
with this, the center of the Republic, weakens the Union.”[80]
Monroe’s first message indicated that he followed Madison in the belief
that Congress was not empowered by the constitution to establish internal
improvements; and later he vetoed a measure to authorize the president to
erect toll houses along the Cumberland Road, appoint toll gatherers and
otherwise regulate its use, on the ground that it exceeded the power of
congress. He favored internal improvements but thought a constitutional
amendment necessary.[81]
The next year, however, some bills for internal improvements got through
among them the first act for the improvement of harbors. In 1802, under the
influence of Gallatin, Randolph and Jefferson, 5 per cent of the Ohio lands
sold were appropriated for the building of roads.[82] In 1809 was passed the
first act for river improvement.[83]
These were the beginnings of National aid for internal improvements in
the United States. The “implied powers” adherents seem to have been in the
ascendency for a report of the treasurer shows that up to 1830 the United
States had appropriated for internal improvements—Cumberland Road,
$2,443,420.20; subscriptions to canal stock and improvements of the
Mississippi and Ohio Rivers, $1,263,315.65; for other items such as
building of piers, preservation of ports and piers, making roads and
removing river obstructions, $1,603,694.31. It was pointed out that only
$234,955.92[84] had been expended in the territories where the question of
constitutionality did not arise. Presidents had nearly always declared in
favor of internal improvements but desired that constitutional provision be
made for the same. Jackson, a strong state sovereignty man, suggested that
the surplus funds of the Government be distributed among the several states
improvements.[79] Calhoun had used all the power of his great eloquence
based upon the “common defense and general welfare” clause of the
constitution in favor of such improvements. He considered it the duty of
Congress to “bind the republic together with a perfect system of roads and
canals.” He exclaimed that the very extent of the country “exposes us to the
greatest of all calamities,—next to the loss of liberty,—and even to that in
its consequences—disunion. We are great, and rapidly—I was about to say
fearfully growing. This is our pride and our danger; our weakness and our
strength. We are under the most imperious obligation to counteract every
tendency to disunion.... Whatever impedes the intercourse of the extremes
with this, the center of the Republic, weakens the Union.”[80]
Monroe’s first message indicated that he followed Madison in the belief
that Congress was not empowered by the constitution to establish internal
improvements; and later he vetoed a measure to authorize the president to
erect toll houses along the Cumberland Road, appoint toll gatherers and
otherwise regulate its use, on the ground that it exceeded the power of
congress. He favored internal improvements but thought a constitutional
amendment necessary.[81]
The next year, however, some bills for internal improvements got through
among them the first act for the improvement of harbors. In 1802, under the
influence of Gallatin, Randolph and Jefferson, 5 per cent of the Ohio lands
sold were appropriated for the building of roads.[82] In 1809 was passed the
first act for river improvement.[83]
These were the beginnings of National aid for internal improvements in
the United States. The “implied powers” adherents seem to have been in the
ascendency for a report of the treasurer shows that up to 1830 the United
States had appropriated for internal improvements—Cumberland Road,
$2,443,420.20; subscriptions to canal stock and improvements of the
Mississippi and Ohio Rivers, $1,263,315.65; for other items such as
building of piers, preservation of ports and piers, making roads and
removing river obstructions, $1,603,694.31. It was pointed out that only
$234,955.92[84] had been expended in the territories where the question of
constitutionality did not arise. Presidents had nearly always declared in
favor of internal improvements but desired that constitutional provision be
made for the same. Jackson, a strong state sovereignty man, suggested that
the surplus funds of the Government be distributed among the several states
Page 108
in proportion to their representation in Congress; and in 1830 vetoed a bill
for subscription to the stock of one canal and pocketed others, and closed
his administration by pocketing a bill for the improvement of the Wabash
River. While Jackson’s attitude checked federal appropriations, especially
for roads and canals, those for rivers and harbors became almost a national
scandal, and were with other public appropriation bills frequently referred
to as “pork bills.” A congressional appropriation, whether for rivers and
harbors, a federal building, or an irrigation project, brought considerable
money into a state; it was considered a feather in the cap of a congressman
and enhanced his chances for reelection. Consequently nearly every
congressman introduced such an act for his district and “log-rolling”
schemes were entered into by many to procure their passage. River and
harbor appropriations continued to increase until 1882, when they
amounted to the vast sum of $18,743,875 to be applied to some 500
different localities. President Arthur[85] vetoed the bill, but Congress passed
it over the veto and the “barrel of pork” was divided up as usual. The
publicity given the matter checked appropriations for a while but they soon
climbed higher than ever. The appropriation for the fiscal year of 1920 was
$33,378,364.[86]
SELECTED REFERENCES
Arthur, President Chester A., Veto of river and harbor bill, Richardson’s “Messages and Papers,”
VIII, pp. 120-122.
Barnard, Charles, “Inland Navigation of the United States,” The Century Magazine, Vol.
XXXVIII, pp. 353-372.
Calhoun, John C., “Works of.” Edited by Richard K. Cralle, 6 volumes, 1853-1855. Vol. II, p. 190.
D. Appleton & Company, New York.
Canals.—“Report of the Committee on Roads and Canals (of the House of Representatives) in reply
to memorials of Chesapeake & Ohio Canal, Baltimore and Ohio Railroad, and inhabitants of
Virginia, Maryland, and Pennsylvania, asking additional subscriptions by the United States to
the capital stock of the Canal.” Report No. 414, H. of R. 23d Cong. 1st Sess., pp. 378 et seq.
Dunbar, Seymour, “History of Travel in America,” 4 volumes, Bobbs-Merrill Company,
Indianapolis.
Greeley, Horace, “Recollections of a Busy Life.” J. B. Ford & Co., New York, 1869.
Hazard, George S., “The Erie Canal. Its National Character.” Published by order of Board of Trade,
Buffalo, N. Y., 1873.
Howe, Henry, “Historical Sketch of the West.”
“Isthmian Canal Commission Report,” Sen. Doc., 57th Congress, 1st session, No. 54.
for subscription to the stock of one canal and pocketed others, and closed
his administration by pocketing a bill for the improvement of the Wabash
River. While Jackson’s attitude checked federal appropriations, especially
for roads and canals, those for rivers and harbors became almost a national
scandal, and were with other public appropriation bills frequently referred
to as “pork bills.” A congressional appropriation, whether for rivers and
harbors, a federal building, or an irrigation project, brought considerable
money into a state; it was considered a feather in the cap of a congressman
and enhanced his chances for reelection. Consequently nearly every
congressman introduced such an act for his district and “log-rolling”
schemes were entered into by many to procure their passage. River and
harbor appropriations continued to increase until 1882, when they
amounted to the vast sum of $18,743,875 to be applied to some 500
different localities. President Arthur[85] vetoed the bill, but Congress passed
it over the veto and the “barrel of pork” was divided up as usual. The
publicity given the matter checked appropriations for a while but they soon
climbed higher than ever. The appropriation for the fiscal year of 1920 was
$33,378,364.[86]
SELECTED REFERENCES
Arthur, President Chester A., Veto of river and harbor bill, Richardson’s “Messages and Papers,”
VIII, pp. 120-122.
Barnard, Charles, “Inland Navigation of the United States,” The Century Magazine, Vol.
XXXVIII, pp. 353-372.
Calhoun, John C., “Works of.” Edited by Richard K. Cralle, 6 volumes, 1853-1855. Vol. II, p. 190.
D. Appleton & Company, New York.
Canals.—“Report of the Committee on Roads and Canals (of the House of Representatives) in reply
to memorials of Chesapeake & Ohio Canal, Baltimore and Ohio Railroad, and inhabitants of
Virginia, Maryland, and Pennsylvania, asking additional subscriptions by the United States to
the capital stock of the Canal.” Report No. 414, H. of R. 23d Cong. 1st Sess., pp. 378 et seq.
Dunbar, Seymour, “History of Travel in America,” 4 volumes, Bobbs-Merrill Company,
Indianapolis.
Greeley, Horace, “Recollections of a Busy Life.” J. B. Ford & Co., New York, 1869.
Hazard, George S., “The Erie Canal. Its National Character.” Published by order of Board of Trade,
Buffalo, N. Y., 1873.
Howe, Henry, “Historical Sketch of the West.”
“Isthmian Canal Commission Report,” Sen. Doc., 57th Congress, 1st session, No. 54.
Page 109
Johnson’s Cyclopaedia. Article on Canals.
MacDonald, William, “Jacksonian Democracy,” Vol. XV of the American Nation Series, Chapter
VIII, “Internal Improvements.” Harper & Brothers, New York.
McMaster, John Bach, “History of the United States,” Vol. V, Chap. XLIV. D. Appleton &
Company, New York, 1911.
O’Hanlon, Rev. J., “Irish Emigrant’s Guide of the United States,” Boston, 1851.
Panama Canal.—Financial Statement to June 30, 1919, The American Year Book for the year 1919,
p. 364, D. Appleton & Co., New York.
Richardson, James D., “Messages and Papers,” Vol. I, 584, President Madison’s Veto of Calhoun’s
Bonus Bill. Published by order of Congress, 8 Vols., Washington, 1896-1899.
Roosevelt, President Theodore, “Messages to Congress,” January 4, 1904, Sen. Doc. 58th Sess.,
No. 53, pp. 5-26.
Smith, Theodore C., “Parties and Slavery,” Vol. XVIII, of the American Nation Series, Harper &
Brothers, New York.
Sparks, Edwin E., “National Development,” Vol. XXIII of the American Nation Series, Chapters IV
and XIII, Harper & Brothers, New York.
Thayer, Wm. R., “Theodore Roosevelt,” p. 178 et seq. Grosset & Dunlap, New York.
Thayer, Wm. R., “John Hay,” Vol. II, pp. 339-41. Houghton Mifflin Company, Boston, 1915.
Turner, Frederick J., “Rise of the New West,” Vol. XIV of the American Nation Series, Chapter
VIII, “Western Trade and Ideals,” Harper & Brothers, New York.
Twain, Mark (Clemens, S. L.), “Life on the Mississippi,” Harper & Brothers, New York.
U. S. Census review of “Agencies of Transportation,” 1880.
Warner, I. W., “Immigrant’s Guide and Citizen’s Manual.” New York, 1848.
FOOTNOTES
[47] “American Nation,” Vol. XIV, p. 32.
[48] McMaster, “United States,” Vol. V.
[49]
Length of Miami and Erie Canal 301.49 miles
„ „ Ohio Canal 512.26
„ „ Penn. and Ohio Canal 76
„ „ Sandy and Beaver Canal 79
„ „ Whitewater Canal 32
Total 1000.75 miles
—Dunbar’s “History of Travel in America”.
[50]
Total mileage of boats clearing from
Fort Wayne in 1849 209,982
LaFayette 162,297
MacDonald, William, “Jacksonian Democracy,” Vol. XV of the American Nation Series, Chapter
VIII, “Internal Improvements.” Harper & Brothers, New York.
McMaster, John Bach, “History of the United States,” Vol. V, Chap. XLIV. D. Appleton &
Company, New York, 1911.
O’Hanlon, Rev. J., “Irish Emigrant’s Guide of the United States,” Boston, 1851.
Panama Canal.—Financial Statement to June 30, 1919, The American Year Book for the year 1919,
p. 364, D. Appleton & Co., New York.
Richardson, James D., “Messages and Papers,” Vol. I, 584, President Madison’s Veto of Calhoun’s
Bonus Bill. Published by order of Congress, 8 Vols., Washington, 1896-1899.
Roosevelt, President Theodore, “Messages to Congress,” January 4, 1904, Sen. Doc. 58th Sess.,
No. 53, pp. 5-26.
Smith, Theodore C., “Parties and Slavery,” Vol. XVIII, of the American Nation Series, Harper &
Brothers, New York.
Sparks, Edwin E., “National Development,” Vol. XXIII of the American Nation Series, Chapters IV
and XIII, Harper & Brothers, New York.
Thayer, Wm. R., “Theodore Roosevelt,” p. 178 et seq. Grosset & Dunlap, New York.
Thayer, Wm. R., “John Hay,” Vol. II, pp. 339-41. Houghton Mifflin Company, Boston, 1915.
Turner, Frederick J., “Rise of the New West,” Vol. XIV of the American Nation Series, Chapter
VIII, “Western Trade and Ideals,” Harper & Brothers, New York.
Twain, Mark (Clemens, S. L.), “Life on the Mississippi,” Harper & Brothers, New York.
U. S. Census review of “Agencies of Transportation,” 1880.
Warner, I. W., “Immigrant’s Guide and Citizen’s Manual.” New York, 1848.
FOOTNOTES
[47] “American Nation,” Vol. XIV, p. 32.
[48] McMaster, “United States,” Vol. V.
[49]
Length of Miami and Erie Canal 301.49 miles
„ „ Ohio Canal 512.26
„ „ Penn. and Ohio Canal 76
„ „ Sandy and Beaver Canal 79
„ „ Whitewater Canal 32
Total 1000.75 miles
—Dunbar’s “History of Travel in America”.
[50]
Total mileage of boats clearing from
Fort Wayne in 1849 209,982
LaFayette 162,297
Page 110
Total mileage by passengers from and to
Fort Wayne in 1849 519,336
LaFayette 505,397
“Annual Report of the Trustees of the Wabash and Erie Canal,” 1849.
[51] U. S. Census review of “Agencies of Transportation,” 1880.
[52] Johnson’s Cyclopaedia.
[53] “Recollections of a Busy Life,” by Horace Greeley.
[54] “A History of Travel in America,” Dunbar.
[55] Smith: “Parties and Slavery,” (“American Nation,” Vol. XVIII).
[56] Democratic Platform, 1856.
[57] North American Review, Vol. CXXXII, p. 107.
[58] “American Nation,” Vol. XXIII.
[59] “Theodore Roosevelt,” by W. R. Thayer, 180. “John Hay,” by W. R. Thayer, II, 339-41.
[60] Isthmian Canal Commission Report, Sen. Doc. 57th Congress., 1st session, No. 54.
[61] Message of January 4, 1904, Sen. Doc., 58th Cong. 2nd Sess. No. 53, pp. 5-26.
[62] “Theodore Roosevelt,” by William Roscoe Thayer, p. 184 et seq.
[63] Letter to Albert Shaw by President Theodore Roosevelt. Literary Digest, October 29,
1904.
[64] “Theodore Roosevelt,” by W. R. Thayer, p. 190.
[65] “Theodore Roosevelt,” by W. R. Thayer, p. 186.
[66] “The American Year Book,” 1919. Appleton, N. Y.
[67] Panama Canal Record.
[68] For a long list of steamboats built in America, and operated under their own power prior
to Fulton’s Clermont, see “A History of Travel in America,” by Seymour Dunbar.
[69] “American Nation,” Vol. XIV.
[70] “American Nation,” Vol. XIV, p. 105.
[71] Henry Howe, “Historical Sketch of the West.”
[72] Statistical Atlas 1900. 12th Census of the U. S.
[73] Charles Barnard in The Century Magazine, Vol. XXXVIII, from which also is derived
information relative to dimensions and decorations of steam vessels, pp. 353-372.
[74] See “Life on the Mississippi,” by Mark Twain, p. 117.
[75] “Life on the Mississippi,” by Mark Twain, Chapter XX.
[76] Dunbar, “A History of Travel in America.”
[77] Warner’s “Immigrant’s Guide and Citizen’s Manual.”
[78] March 18, 1786, John Fitch was granted by New Jersey “the sole and exclusive right of
constructing making using and employing or navigating, all and every species or kind of boats,
impelled by the force of fire or steam” within the limits of that state. Delaware gave him similar
rights in 1787 and New York, likewise, the same year. In 1798 Fitch’s grant in New York, which
was to have run fourteen years, was canceled and Livingston given a monopoly for twenty years
providing within a year he run a steamboat at four miles an hour. This he failed to do, but got his
grant renewed in 1803, and again extended until the successful operation of the Clermont in 1807.
[79] “Messages and Papers,” Richardson, I, 584.
[80] Calhoun: “Works II,” 190. “American Nation” XIII, 253.
Fort Wayne in 1849 519,336
LaFayette 505,397
“Annual Report of the Trustees of the Wabash and Erie Canal,” 1849.
[51] U. S. Census review of “Agencies of Transportation,” 1880.
[52] Johnson’s Cyclopaedia.
[53] “Recollections of a Busy Life,” by Horace Greeley.
[54] “A History of Travel in America,” Dunbar.
[55] Smith: “Parties and Slavery,” (“American Nation,” Vol. XVIII).
[56] Democratic Platform, 1856.
[57] North American Review, Vol. CXXXII, p. 107.
[58] “American Nation,” Vol. XXIII.
[59] “Theodore Roosevelt,” by W. R. Thayer, 180. “John Hay,” by W. R. Thayer, II, 339-41.
[60] Isthmian Canal Commission Report, Sen. Doc. 57th Congress., 1st session, No. 54.
[61] Message of January 4, 1904, Sen. Doc., 58th Cong. 2nd Sess. No. 53, pp. 5-26.
[62] “Theodore Roosevelt,” by William Roscoe Thayer, p. 184 et seq.
[63] Letter to Albert Shaw by President Theodore Roosevelt. Literary Digest, October 29,
1904.
[64] “Theodore Roosevelt,” by W. R. Thayer, p. 190.
[65] “Theodore Roosevelt,” by W. R. Thayer, p. 186.
[66] “The American Year Book,” 1919. Appleton, N. Y.
[67] Panama Canal Record.
[68] For a long list of steamboats built in America, and operated under their own power prior
to Fulton’s Clermont, see “A History of Travel in America,” by Seymour Dunbar.
[69] “American Nation,” Vol. XIV.
[70] “American Nation,” Vol. XIV, p. 105.
[71] Henry Howe, “Historical Sketch of the West.”
[72] Statistical Atlas 1900. 12th Census of the U. S.
[73] Charles Barnard in The Century Magazine, Vol. XXXVIII, from which also is derived
information relative to dimensions and decorations of steam vessels, pp. 353-372.
[74] See “Life on the Mississippi,” by Mark Twain, p. 117.
[75] “Life on the Mississippi,” by Mark Twain, Chapter XX.
[76] Dunbar, “A History of Travel in America.”
[77] Warner’s “Immigrant’s Guide and Citizen’s Manual.”
[78] March 18, 1786, John Fitch was granted by New Jersey “the sole and exclusive right of
constructing making using and employing or navigating, all and every species or kind of boats,
impelled by the force of fire or steam” within the limits of that state. Delaware gave him similar
rights in 1787 and New York, likewise, the same year. In 1798 Fitch’s grant in New York, which
was to have run fourteen years, was canceled and Livingston given a monopoly for twenty years
providing within a year he run a steamboat at four miles an hour. This he failed to do, but got his
grant renewed in 1803, and again extended until the successful operation of the Clermont in 1807.
[79] “Messages and Papers,” Richardson, I, 584.
[80] Calhoun: “Works II,” 190. “American Nation” XIII, 253.
Page 111
[81] “American Nation,” XIV, 231.
[82] “Laws of the United States,” VI., 120.
[83] MacDonald, “American Nation” Vol. XV, 134.
[84] “American Nation,” Vol. XV, pp. 136-137.
[85] Richardson, “Messages and Papers,” VIII, 120-122.
[86] “The American Year Book,” 208.
[82] “Laws of the United States,” VI., 120.
[83] MacDonald, “American Nation” Vol. XV, 134.
[84] “American Nation,” Vol. XV, pp. 136-137.
[85] Richardson, “Messages and Papers,” VIII, 120-122.
[86] “The American Year Book,” 208.
Page 112
CHAPTER IV
RAILROADS
During the period of the development of the canals there was growing up
along side of them an agency for transportation that was destined practically
to put them out of business. Engineers in both Europe and America were
straining every energy to apply the steam engine to the propulsion of
wagons along a highway. No one at first looked upon the railroad as a
separate and distinct industry. For years upon roads over which there was
much hauling of heavy loads planks had been placed in the tracks to prevent
rutting. These planks had developed into rigidly set timbers or rails either
attached to cross timbers or to stones set in the roadway. A little later iron
straps were fastened to the tops of the rails to lessen wear and friction. It
was found that a horse could haul on these tramways several times as much
as he could on the dirt roadway. The steam engine had revolutionized
industry and was turning all sorts of machinery with an efficiency unknown
before, why then could it not be applied to propel vehicles? In England
George Stephenson and associates were proving that it could. But prior to
their time many thinkers of America believed in it. John Fitch, the half
crazy inventor of an early steamboat, had built a model locomotive. Oliver
Evans, who had placed wheels under a steamboat of his invention (1804)
and run it over the streets of Philadelphia, predicted “The time will come
when people will travel in stages moved by steam engines, from one city to
another, almost as fast as birds fly, fifteen to twenty miles an hour.” His
vision went still further; he saw what most people think to be absolutely
modern innovations: “A carriage will set out from Washington in the
morning, the passengers will breakfast at Baltimore, dine at Philadelphia,
and sup at New York, the same day ... and travel by night as well as by day;
and the passengers will sleep in these stages as comfortably as they do now
in steamboats.”[87] Evans antedated Stephenson’s thought that speed with a
locomotive could only be made on nearly level rails. John Stevens, who is
often spoken of as the father of American railroads, of course, had similar
beliefs, and wrote a pamphlet to impress his ideas of the importance of
railways upon Congress. He said: “I am anxious and ambitious that my
native country should have the honor of being the first to introduce an
RAILROADS
During the period of the development of the canals there was growing up
along side of them an agency for transportation that was destined practically
to put them out of business. Engineers in both Europe and America were
straining every energy to apply the steam engine to the propulsion of
wagons along a highway. No one at first looked upon the railroad as a
separate and distinct industry. For years upon roads over which there was
much hauling of heavy loads planks had been placed in the tracks to prevent
rutting. These planks had developed into rigidly set timbers or rails either
attached to cross timbers or to stones set in the roadway. A little later iron
straps were fastened to the tops of the rails to lessen wear and friction. It
was found that a horse could haul on these tramways several times as much
as he could on the dirt roadway. The steam engine had revolutionized
industry and was turning all sorts of machinery with an efficiency unknown
before, why then could it not be applied to propel vehicles? In England
George Stephenson and associates were proving that it could. But prior to
their time many thinkers of America believed in it. John Fitch, the half
crazy inventor of an early steamboat, had built a model locomotive. Oliver
Evans, who had placed wheels under a steamboat of his invention (1804)
and run it over the streets of Philadelphia, predicted “The time will come
when people will travel in stages moved by steam engines, from one city to
another, almost as fast as birds fly, fifteen to twenty miles an hour.” His
vision went still further; he saw what most people think to be absolutely
modern innovations: “A carriage will set out from Washington in the
morning, the passengers will breakfast at Baltimore, dine at Philadelphia,
and sup at New York, the same day ... and travel by night as well as by day;
and the passengers will sleep in these stages as comfortably as they do now
in steamboats.”[87] Evans antedated Stephenson’s thought that speed with a
locomotive could only be made on nearly level rails. John Stevens, who is
often spoken of as the father of American railroads, of course, had similar
beliefs, and wrote a pamphlet to impress his ideas of the importance of
railways upon Congress. He said: “I am anxious and ambitious that my
native country should have the honor of being the first to introduce an
Page 113
improvement of such immense importance to society at large, and should
feel the utmost reluctance at being compelled to resort to foreigners in the
first instance.”[88] Had Congress not turned a deaf ear to him it is quite
possible that he might have been before Stephenson in demonstrating the
practicability of the locomotive.[89] Stevens built a small locomotive and
demonstrated it on a piece of track on his grounds with himself as passenger
in 1820. Several tramways or railroads operated by horse were established
in different parts of the country. One of them—sponsored by the people of
Baltimore, anxious to retain their trade—was the Baltimore & Ohio
Railroad, which had secured from Maryland, Virginia, and Pennsylvania
charters for its construction in 1827 and 1828. It was being built with many
curves, as it, too, was expected to have horse propulsion. Many persons
thought it should be made straighter in order to take advantage of the steam
locomotive when the inventors had perfected it sufficiently to be usable. It
was not considered feasible to operate locomotives on crooked roads. Peter
Cooper, justly praised for many benefits to his country, decided to build a
locomotive to prove it could run on a crooked track. In his own words:
“Under these discouraging circumstances many of the principal
stockholders were about to abandon the work, and were only prevented
from forfeiting their stock by my persuading them that a locomotive could
be so made as to pass successfully around the short curves then found in the
road.”[90]
Accordingly in 1829 Cooper fitted up a small engine and boiler on a flat
car and with that crude locomotive, the Tom Thumb, was able to
demonstrate that curves could be “navigated.” Having made some changes
in the Tom Thumb, Cooper, the next year, ran it over the 13 miles from
Baltimore to Ellicott’s Mills in an hour and a quarter, an average of 6 miles
per hour, returning in sixty-one minutes, including a stop of four minutes.
The engine pushed ahead of it a flat car carrying twenty-four passengers.
The wheels of the engine had been constructed on the “cone principle”
which allowed it to round the curves of 400 feet radius without trouble.[91]
This was the first time a car filled with passengers had been hauled over a
railroad in the United States by means of steam power.
In England steam engines had been tried out but not until 1820 was the
first commercial road, the Stockton & Darlington Railroad, 37 miles in
length, completed. Prior to this time the tram roads had been erected for
specialized private transportation (from colliery to canal, for instance) or as
feel the utmost reluctance at being compelled to resort to foreigners in the
first instance.”[88] Had Congress not turned a deaf ear to him it is quite
possible that he might have been before Stephenson in demonstrating the
practicability of the locomotive.[89] Stevens built a small locomotive and
demonstrated it on a piece of track on his grounds with himself as passenger
in 1820. Several tramways or railroads operated by horse were established
in different parts of the country. One of them—sponsored by the people of
Baltimore, anxious to retain their trade—was the Baltimore & Ohio
Railroad, which had secured from Maryland, Virginia, and Pennsylvania
charters for its construction in 1827 and 1828. It was being built with many
curves, as it, too, was expected to have horse propulsion. Many persons
thought it should be made straighter in order to take advantage of the steam
locomotive when the inventors had perfected it sufficiently to be usable. It
was not considered feasible to operate locomotives on crooked roads. Peter
Cooper, justly praised for many benefits to his country, decided to build a
locomotive to prove it could run on a crooked track. In his own words:
“Under these discouraging circumstances many of the principal
stockholders were about to abandon the work, and were only prevented
from forfeiting their stock by my persuading them that a locomotive could
be so made as to pass successfully around the short curves then found in the
road.”[90]
Accordingly in 1829 Cooper fitted up a small engine and boiler on a flat
car and with that crude locomotive, the Tom Thumb, was able to
demonstrate that curves could be “navigated.” Having made some changes
in the Tom Thumb, Cooper, the next year, ran it over the 13 miles from
Baltimore to Ellicott’s Mills in an hour and a quarter, an average of 6 miles
per hour, returning in sixty-one minutes, including a stop of four minutes.
The engine pushed ahead of it a flat car carrying twenty-four passengers.
The wheels of the engine had been constructed on the “cone principle”
which allowed it to round the curves of 400 feet radius without trouble.[91]
This was the first time a car filled with passengers had been hauled over a
railroad in the United States by means of steam power.
In England steam engines had been tried out but not until 1820 was the
first commercial road, the Stockton & Darlington Railroad, 37 miles in
length, completed. Prior to this time the tram roads had been erected for
specialized private transportation (from colliery to canal, for instance) or as
Page 114
improvements to the public highways. The Stockton & Darlington was
intended to be operated with horses. And even as late as 1828 the Liverpool
& Manchester Railroad, intended primarily to haul freight and relieve the
congested condition of the canals, was chartered with a provision that the
owners could exact toll of all who might put vehicles on the road for the
transport of goods. The engineer, George Stephenson, however, was a
strong advocate of steam power and the success of the Rocket, built by his
son Robert, in 1829, as this road was nearing completion, definitely
determined the power to be used. Roads in America followed the same idea
that they were public highways. In Pennsylvania the state built a railroad
from Philadelphia to Columbia and licensed over twenty different
companies to run their horse-drawn cars over it.[92] In other states the same
idea prevailed and the right to charge tolls “upon all passengers and
property” transported upon the road was legalized by the charter.
The utility and economy of the railways were so manifest that
organizations were formed rapidly over the whole well settled portions of
the country. Several locomotives were imported from England. One of
these, the John Bull (locomotives were for a number of years all named like
sleeping cars are now), brought over by Stevens & Son, is said to have
given Baldwin information which enabled him to build Old Ironsides, the
first locomotive to run on Pennsylvania tracks, and establish a business
which afterwards became one of the largest locomotive works in the world.
Old Ironsides was built by Matthias Baldwin and his brother-in-law Rufus
Tyler for the Philadelphia, Germantown & Norristown Road. Tyler seems to
have made the drawings. Baldwin was by trade a jeweler but his mechanical
ingenuity had carried him further. He had added to his business that of
constructing tools and calico printing apparatus and machinery. He had built
a steam engine for his own shop. A museum operator in Philadelphia
desiring to add to the attractions of his place of amusement wished to put in
a miniature locomotive and railway. He applied to Baldwin, who built the
road with its small locomotive and cars. On April 25, 1831, its installation
was completed and it hauled two four-seated passenger cars about a circular
track, to the great delight of the patrons, who were anxious for the
experience of riding on the railroad.
intended to be operated with horses. And even as late as 1828 the Liverpool
& Manchester Railroad, intended primarily to haul freight and relieve the
congested condition of the canals, was chartered with a provision that the
owners could exact toll of all who might put vehicles on the road for the
transport of goods. The engineer, George Stephenson, however, was a
strong advocate of steam power and the success of the Rocket, built by his
son Robert, in 1829, as this road was nearing completion, definitely
determined the power to be used. Roads in America followed the same idea
that they were public highways. In Pennsylvania the state built a railroad
from Philadelphia to Columbia and licensed over twenty different
companies to run their horse-drawn cars over it.[92] In other states the same
idea prevailed and the right to charge tolls “upon all passengers and
property” transported upon the road was legalized by the charter.
The utility and economy of the railways were so manifest that
organizations were formed rapidly over the whole well settled portions of
the country. Several locomotives were imported from England. One of
these, the John Bull (locomotives were for a number of years all named like
sleeping cars are now), brought over by Stevens & Son, is said to have
given Baldwin information which enabled him to build Old Ironsides, the
first locomotive to run on Pennsylvania tracks, and establish a business
which afterwards became one of the largest locomotive works in the world.
Old Ironsides was built by Matthias Baldwin and his brother-in-law Rufus
Tyler for the Philadelphia, Germantown & Norristown Road. Tyler seems to
have made the drawings. Baldwin was by trade a jeweler but his mechanical
ingenuity had carried him further. He had added to his business that of
constructing tools and calico printing apparatus and machinery. He had built
a steam engine for his own shop. A museum operator in Philadelphia
desiring to add to the attractions of his place of amusement wished to put in
a miniature locomotive and railway. He applied to Baldwin, who built the
road with its small locomotive and cars. On April 25, 1831, its installation
was completed and it hauled two four-seated passenger cars about a circular
track, to the great delight of the patrons, who were anxious for the
experience of riding on the railroad.
Page 115
Page 116
The Evolution of the Railway Train
1. The First Railway Coach—1825.
2. Horse Power Locomotive—1829-30.
3. Stourbridge Lion—1829.
4. Stevenson’s Rocket Locomotive—1829.
5. The DeWitt Clinton Locomotive—1831.
(From Brown’s “First Locomotive”—Courtesy of D. Appleton & Company.)
One of the roads that seems to have been prolific in “first things” was
between Charleston and Hamburg, South Carolina. Chartered in 1827, again
in 1828. In 1829-30 it experimented with sailing cars, as did also the
Baltimore & Ohio and with treadmill horse powers. But the company
fortunately employed Horatio Allen, who had studied the English roads and
was strongly inclined to steam power. He so convincingly presented his
ideas that it was decided to strengthen construction and use such
locomotives. This then, very likely, was the first railroad in the world to
adopt formally the steam locomotive as its means of propulsion (January
14, 1830). The company accordingly built its lines substantially and placed
upon them the “first locomotive made in America for regular and practical
use on a railway.”[93] This locomotive known as the Best Friend of
Charleston was built in New York and shipped to Charleston by sea. After
some adjustments it satisfied the demands of the contract, but distinguished
itself by being the first locomotive to explode. It is said a negro fireman sat
upon or held down the safety valve to prevent escaping steam from
annoying him. The Charleston Courier’s account closes with the gratifying
information that “none of the persons are dangerously injured except the
negro, who had his thigh broken.” A new locomotive, the West Point, was
secured, upon which several improvements suggested by experience had
been made; among them the safety valve was placed out of reach of the
fireman, making it fool-proof.
The beginning of the New York Central may be traced to a charter
granted in 1826 to the Mohawk & Hudson Company, which with five or six
other small lines was joined together into that company. Its first locomotive,
the De Witt Clinton, had a rather interesting initiation. The engine was
constructed by the West Point foundry, the same concern that had built the
Best Friend and the West Point. A demonstration was announced for August
9, 1831, the road having 17 miles of rails at that time. The locomotive, a
small affair compared with the modern engines, is still in existence and with
1. The First Railway Coach—1825.
2. Horse Power Locomotive—1829-30.
3. Stourbridge Lion—1829.
4. Stevenson’s Rocket Locomotive—1829.
5. The DeWitt Clinton Locomotive—1831.
(From Brown’s “First Locomotive”—Courtesy of D. Appleton & Company.)
One of the roads that seems to have been prolific in “first things” was
between Charleston and Hamburg, South Carolina. Chartered in 1827, again
in 1828. In 1829-30 it experimented with sailing cars, as did also the
Baltimore & Ohio and with treadmill horse powers. But the company
fortunately employed Horatio Allen, who had studied the English roads and
was strongly inclined to steam power. He so convincingly presented his
ideas that it was decided to strengthen construction and use such
locomotives. This then, very likely, was the first railroad in the world to
adopt formally the steam locomotive as its means of propulsion (January
14, 1830). The company accordingly built its lines substantially and placed
upon them the “first locomotive made in America for regular and practical
use on a railway.”[93] This locomotive known as the Best Friend of
Charleston was built in New York and shipped to Charleston by sea. After
some adjustments it satisfied the demands of the contract, but distinguished
itself by being the first locomotive to explode. It is said a negro fireman sat
upon or held down the safety valve to prevent escaping steam from
annoying him. The Charleston Courier’s account closes with the gratifying
information that “none of the persons are dangerously injured except the
negro, who had his thigh broken.” A new locomotive, the West Point, was
secured, upon which several improvements suggested by experience had
been made; among them the safety valve was placed out of reach of the
fireman, making it fool-proof.
The beginning of the New York Central may be traced to a charter
granted in 1826 to the Mohawk & Hudson Company, which with five or six
other small lines was joined together into that company. Its first locomotive,
the De Witt Clinton, had a rather interesting initiation. The engine was
constructed by the West Point foundry, the same concern that had built the
Best Friend and the West Point. A demonstration was announced for August
9, 1831, the road having 17 miles of rails at that time. The locomotive, a
small affair compared with the modern engines, is still in existence and with
Page 117
its train of that day was exhibited at the Pageant of Progress, Chicago, July
30, 1921, as the “pioneer American steam passenger train.” The whole
engine was only about 12 feet long with large wheels, tall smoke stack and
a central steam dome. Back of it were the tender and wood for fuel and two
barrels of water, two passenger coaches modeled after stage coaches, and
following these several small flat cars to which had been attached
temporary benches for seats. The locomotive and cars were joined together
with short sections of strong chain. When the engine started these jerked so
badly the passengers could not retain their seats; stopping had a similar
effect. On the trip it is said the passengers appropriated rails from a near
fence and made braces to keep the cars the full length of the chains apart.
The wood fuel produced many sparks which flying backward set fire to and
ruined much of the passengers’ clothing. But according to a newspaper
report[94] the train “passed over the road from plane to plane, to the delight
of a large crowd assembled to witness the performance. The engine
performed the entire route in less than one hour, including stoppages, and
on a part of the road its speed was at the rate of 30 miles an hour.”
On May 10, 1893, Engine No. 999, of the New York Central Railroad,
made, traveling alone, a record of 112.5 miles an hour.
The Camden & Amboy road was chartered in 1830 and was somewhat
unique in that New Jersey in return for $200,000 worth of stock had granted
a monopoly of the right of way between Philadelphia and Newark. Poore
says:[95] “The state became a willing party to the scheme, under the idea
that it could thereby draw the means for supporting its government from
citizens of other States, thus relieving its own from the burdens of
taxation.” He says, “the state now (1860) derives a revenue of over
$200,000 annually from transit duties and dividends on the stock presented
to it.”
NewEngland started three railway projects about the same time: Boston
& Lowell, chartered in 1830 first used in 1834, 26.7 miles long; Boston &
Providence, chartered in 1831, first used in 1834, 43.5 miles long; and the
Boston & Worcester, chartered in 1831, first used in 1834, 44.6 miles long.
[96] These roads were chartered with the idea of using horse-drawn vehicles,
except the Boston & Worcester, where steam locomotives were authorized,
but it was not until about 1834 that they were used. Some of these roads, as
did most of those built farther west, followed the English practice of laying
track. One of them, at least, laid its track upon wooden cross-ties, thus
30, 1921, as the “pioneer American steam passenger train.” The whole
engine was only about 12 feet long with large wheels, tall smoke stack and
a central steam dome. Back of it were the tender and wood for fuel and two
barrels of water, two passenger coaches modeled after stage coaches, and
following these several small flat cars to which had been attached
temporary benches for seats. The locomotive and cars were joined together
with short sections of strong chain. When the engine started these jerked so
badly the passengers could not retain their seats; stopping had a similar
effect. On the trip it is said the passengers appropriated rails from a near
fence and made braces to keep the cars the full length of the chains apart.
The wood fuel produced many sparks which flying backward set fire to and
ruined much of the passengers’ clothing. But according to a newspaper
report[94] the train “passed over the road from plane to plane, to the delight
of a large crowd assembled to witness the performance. The engine
performed the entire route in less than one hour, including stoppages, and
on a part of the road its speed was at the rate of 30 miles an hour.”
On May 10, 1893, Engine No. 999, of the New York Central Railroad,
made, traveling alone, a record of 112.5 miles an hour.
The Camden & Amboy road was chartered in 1830 and was somewhat
unique in that New Jersey in return for $200,000 worth of stock had granted
a monopoly of the right of way between Philadelphia and Newark. Poore
says:[95] “The state became a willing party to the scheme, under the idea
that it could thereby draw the means for supporting its government from
citizens of other States, thus relieving its own from the burdens of
taxation.” He says, “the state now (1860) derives a revenue of over
$200,000 annually from transit duties and dividends on the stock presented
to it.”
NewEngland started three railway projects about the same time: Boston
& Lowell, chartered in 1830 first used in 1834, 26.7 miles long; Boston &
Providence, chartered in 1831, first used in 1834, 43.5 miles long; and the
Boston & Worcester, chartered in 1831, first used in 1834, 44.6 miles long.
[96] These roads were chartered with the idea of using horse-drawn vehicles,
except the Boston & Worcester, where steam locomotives were authorized,
but it was not until about 1834 that they were used. Some of these roads, as
did most of those built farther west, followed the English practice of laying
track. One of them, at least, laid its track upon wooden cross-ties, thus
Page 118
securing the necessary resiliency for service. It was not many years,
however, before several other roads were established with regular trips of
locomotive drawn cars arranged both for passenger and freight traffic. The
time of passenger service from Boston to New York had been materially
shortened by connecting the schedules of stage coaches to Providence with
those of steamboats down the Sound. When the steam railway came into
existence the time of the trip was again shortened, and still again when an
all rail route was opened in 1848, as shown by the following table:
1775 General Washington was 12 days en route.
Early coaches required a week.
1800 Stage coaches required 4 days.
1832 Stage coaches required 41 hours.
1822 Coach to Providence, steamboat to New York, 28 hours.
1835 Coach to Providence, steamboat to New York, 16 hours.
1835 Railway to Providence, steamboat to New York, 15 hours.
1848 All railway, 10 hours.
1922 All railway, 5 hours, 10 minutes.
1922 Air plane, 3 hours.
While the railroads of the East were gradually working west, the trans-
Alleghany states were themselves looking toward railroad transportation.
The first railway in Ohio was begun in 1835 and had completed 30 miles by
1840. It extended from Sandusky to Springfield. When it was chartered,
1832, under the name of the Mad River & Lake Erie Railway, the intention
was to connect Lake Erie with the Ohio River. A locomotive was purchased
and shipped to Sandusky by canal and lake. It arrived before any track was
laid hence the gauge of the track was made to fit the locomotive, 4 feet 10
inches. Other roads in Ohio were laid at that gauge and in time the state
adopted that as a standard.
Michigan in 1832, then a territory, incorporated the Detroit & St. Joseph
Railroad Company. After several years without doing anything the road was
completed to Ann Arbor in 1840. Later its western terminal became New
Buffalo, from which point there was steamboat communication with
Chicago. This was the germ which has grown into the Michigan Central.
A railroad was begun from Frankfort, Kentucky, to Lexington, a few
miles from the pioneer settlement at Boonesborough. By 1840 this road had
extended to the Ohio River near Louisville and was 92 miles in length.
Indiana chartered not less than a half-dozen railways in 1832 and continued
with a score or more in the next few years. The Lawrenceburg &
however, before several other roads were established with regular trips of
locomotive drawn cars arranged both for passenger and freight traffic. The
time of passenger service from Boston to New York had been materially
shortened by connecting the schedules of stage coaches to Providence with
those of steamboats down the Sound. When the steam railway came into
existence the time of the trip was again shortened, and still again when an
all rail route was opened in 1848, as shown by the following table:
1775 General Washington was 12 days en route.
Early coaches required a week.
1800 Stage coaches required 4 days.
1832 Stage coaches required 41 hours.
1822 Coach to Providence, steamboat to New York, 28 hours.
1835 Coach to Providence, steamboat to New York, 16 hours.
1835 Railway to Providence, steamboat to New York, 15 hours.
1848 All railway, 10 hours.
1922 All railway, 5 hours, 10 minutes.
1922 Air plane, 3 hours.
While the railroads of the East were gradually working west, the trans-
Alleghany states were themselves looking toward railroad transportation.
The first railway in Ohio was begun in 1835 and had completed 30 miles by
1840. It extended from Sandusky to Springfield. When it was chartered,
1832, under the name of the Mad River & Lake Erie Railway, the intention
was to connect Lake Erie with the Ohio River. A locomotive was purchased
and shipped to Sandusky by canal and lake. It arrived before any track was
laid hence the gauge of the track was made to fit the locomotive, 4 feet 10
inches. Other roads in Ohio were laid at that gauge and in time the state
adopted that as a standard.
Michigan in 1832, then a territory, incorporated the Detroit & St. Joseph
Railroad Company. After several years without doing anything the road was
completed to Ann Arbor in 1840. Later its western terminal became New
Buffalo, from which point there was steamboat communication with
Chicago. This was the germ which has grown into the Michigan Central.
A railroad was begun from Frankfort, Kentucky, to Lexington, a few
miles from the pioneer settlement at Boonesborough. By 1840 this road had
extended to the Ohio River near Louisville and was 92 miles in length.
Indiana chartered not less than a half-dozen railways in 1832 and continued
with a score or more in the next few years. The Lawrenceburg &
Page 119
Indianapolis line, chartered 1832, was opened with a Fourth of July
celebration, 1834, and had laid less than 2 miles of track by 1836.[97] The
Madison & Indianapolis road was opened in 1838. The report of the
principal engineer, 1837, states that “the exclusive use of steam as a motive
power” had been adopted, thus saving “the cost of a horse path” and
avoiding “the delay and confusion arising from the simultaneous use of
both steam and horse power,” as well as elevating the “character of the road
by greater dispatch in the conveyance of passengers.” He thinks “in the use
of the railroads constructed by the state it will probably be best for the state
to furnish the motive power, leaving the cars for the conveyance of freight
and passengers to be furnished by individuals or companies, from whom the
state will exact the proper toll for the use of the road, and for the motive
power.” The idea seems everywhere to have prevailed that a railway was a
public highway to be used by and for the benefit of the public. Only for a
very short time in the history of the country did the theory have prominence
that a railway is private property to the extent that its owners could do as
they pleased with it and the “public be damned.”
At various points in the South were railways projected and built. Besides
the Charleston & Hamburg, which has already been mentioned, and which
by 1850 had extended across the state to Hamburg directly across the
Savannah River from Augusta, Georgia, and northward to Columbia with
some branches, should be noted a few others. From Richmond there was a
line westward to the coal fields (1830-31) and a line which by 1840
connected the Potomac with Fredericksburg, a distance of 75 miles. It was
constructed in the ordinary manner of wooden rails with strap-iron plates.
In Virginia there were the Petersburg & Roanoke, about 60 miles long and
other lines sufficient to total in 1840 more than 300 miles. North Carolina
also took up the rail question rather early. The Wilmington & Raleigh,
chartered in 1833, had laid upwards of 160 miles in 1840. Georgia was
building lines in the ’thirties and ’forties from Augusta across the state to
link with lines in Tennessee. The lines of these several Southeastern states
were joined together later and became parts of large systems. Of the several
projects authorized amounting to more than 1000 miles (1837) only one
materialized, namely, the road from Springfield to Meredosia, and 58 miles
had been completed by 1842. A locomotive was purchased and according to
the Springfield Journal, March 18, “the cars ran from Jacksonville, 331⁄2
miles, in two hours and eight minutes including stoppages.” On account of
celebration, 1834, and had laid less than 2 miles of track by 1836.[97] The
Madison & Indianapolis road was opened in 1838. The report of the
principal engineer, 1837, states that “the exclusive use of steam as a motive
power” had been adopted, thus saving “the cost of a horse path” and
avoiding “the delay and confusion arising from the simultaneous use of
both steam and horse power,” as well as elevating the “character of the road
by greater dispatch in the conveyance of passengers.” He thinks “in the use
of the railroads constructed by the state it will probably be best for the state
to furnish the motive power, leaving the cars for the conveyance of freight
and passengers to be furnished by individuals or companies, from whom the
state will exact the proper toll for the use of the road, and for the motive
power.” The idea seems everywhere to have prevailed that a railway was a
public highway to be used by and for the benefit of the public. Only for a
very short time in the history of the country did the theory have prominence
that a railway is private property to the extent that its owners could do as
they pleased with it and the “public be damned.”
At various points in the South were railways projected and built. Besides
the Charleston & Hamburg, which has already been mentioned, and which
by 1850 had extended across the state to Hamburg directly across the
Savannah River from Augusta, Georgia, and northward to Columbia with
some branches, should be noted a few others. From Richmond there was a
line westward to the coal fields (1830-31) and a line which by 1840
connected the Potomac with Fredericksburg, a distance of 75 miles. It was
constructed in the ordinary manner of wooden rails with strap-iron plates.
In Virginia there were the Petersburg & Roanoke, about 60 miles long and
other lines sufficient to total in 1840 more than 300 miles. North Carolina
also took up the rail question rather early. The Wilmington & Raleigh,
chartered in 1833, had laid upwards of 160 miles in 1840. Georgia was
building lines in the ’thirties and ’forties from Augusta across the state to
link with lines in Tennessee. The lines of these several Southeastern states
were joined together later and became parts of large systems. Of the several
projects authorized amounting to more than 1000 miles (1837) only one
materialized, namely, the road from Springfield to Meredosia, and 58 miles
had been completed by 1842. A locomotive was purchased and according to
the Springfield Journal, March 18, “the cars ran from Jacksonville, 331⁄2
miles, in two hours and eight minutes including stoppages.” On account of
Page 120
the unsettled condition of the country and the accidents along the way,—no
doubt the track was poorly constructed,—it did not pay. The locomotive for
a considerable time lay out in the open where it had jumped the track. A
man bought it, equipped it with wide tired wheels and attempted to operate
it on the wagon roads. This proved unsuccessful and it was finally
abandoned on the prairie.[98] The road was sold in 1847. Several roads were
reaching out for the Mississippi River and the fertile prairies beyond. The
bustling young city of Chicago began its first railway toward the west in
1848. The other extremity was set for Galena on the Mississippi River. Not
being financially able to buy T-rails they purchased some second-hand
strap-irons. Likewise a second-hand locomotive was obtained, but when it
arrived at the water front in Chicago the city authorities having refused the
privilege of laying tracks on the street the company was at a loss to know
how to get it to the end of their rails. After much discussion permission to
lay a temporary track was given, and the Pioneer finally reached her
destination. The railway proved successful from the first; later it became
part of the Illinois Central System. The locomotive Pioneer is still retained
in the Field Museum of Chicago.
There is not space to trace the development of the railways in all the
individual states. In all natural growths, increases at first are slow, then
accelerated until a maximum is reached, followed by a gradual retardation.
So with the railway growth. The number of miles of railroad constructed up
to 1830 was 41; 1835, 918; to 1840, 2797; in small widely scattered
locations, but from that time on to the Civil War the work went on rapidly.
By 1860 about 31,000 miles had been constructed and was going on at the
rate of 5000 miles per year. Seven trunk line roads had passed through the
Appalachian Mountain system; at eight places they and their connections
touched the Ohio River, and the Mississippi at ten.[99] By 1850 there was
railway connection between Boston and the east end of Lake Erie, and from
the west end of Lake Erie to Lake Michigan with steamboat connection
across the two lakes; before 1860 there was a network of rails between the
Atlantic seaboard and the Mississippi River. Construction lagged behind in
the South. Up to 1856 the building was approximately as follows:
Northeastern States 4000 miles
Northern Central States 7500 „
South Atlantic States 2750 „
Southern Interior 2150 „
doubt the track was poorly constructed,—it did not pay. The locomotive for
a considerable time lay out in the open where it had jumped the track. A
man bought it, equipped it with wide tired wheels and attempted to operate
it on the wagon roads. This proved unsuccessful and it was finally
abandoned on the prairie.[98] The road was sold in 1847. Several roads were
reaching out for the Mississippi River and the fertile prairies beyond. The
bustling young city of Chicago began its first railway toward the west in
1848. The other extremity was set for Galena on the Mississippi River. Not
being financially able to buy T-rails they purchased some second-hand
strap-irons. Likewise a second-hand locomotive was obtained, but when it
arrived at the water front in Chicago the city authorities having refused the
privilege of laying tracks on the street the company was at a loss to know
how to get it to the end of their rails. After much discussion permission to
lay a temporary track was given, and the Pioneer finally reached her
destination. The railway proved successful from the first; later it became
part of the Illinois Central System. The locomotive Pioneer is still retained
in the Field Museum of Chicago.
There is not space to trace the development of the railways in all the
individual states. In all natural growths, increases at first are slow, then
accelerated until a maximum is reached, followed by a gradual retardation.
So with the railway growth. The number of miles of railroad constructed up
to 1830 was 41; 1835, 918; to 1840, 2797; in small widely scattered
locations, but from that time on to the Civil War the work went on rapidly.
By 1860 about 31,000 miles had been constructed and was going on at the
rate of 5000 miles per year. Seven trunk line roads had passed through the
Appalachian Mountain system; at eight places they and their connections
touched the Ohio River, and the Mississippi at ten.[99] By 1850 there was
railway connection between Boston and the east end of Lake Erie, and from
the west end of Lake Erie to Lake Michigan with steamboat connection
across the two lakes; before 1860 there was a network of rails between the
Atlantic seaboard and the Mississippi River. Construction lagged behind in
the South. Up to 1856 the building was approximately as follows:
Northeastern States 4000 miles
Northern Central States 7500 „
South Atlantic States 2750 „
Southern Interior 2150 „
Page 121
And the very fact that few of these were north and south roads, that travel
and intercourse were east and west, that the people of the North did not
fraternize with the people of the South, that they grew apart and worshiped
at the shrine of different ideals, furnished at least one cause for the cruel
Civil War. There are still too few north and south trunk lines of travel and
commerce, too little trade and friendly intercourse to heal the differences
engendered by a century of separation. There lies one of the hopes of the
interchange of summer and winter automobile visitors.
The building of railroads offered an opening for surplus capital; the
opportunity for fortune and fame was attractive; but above all the people
were crazed with the idea of improvement; every town wanted to grow
bigger and a railroad was an absolute necessity; scores of companies were
formed with the intention of beginning construction, then deeding the
improvement to some established line to operate. Many communities
subscribed stock, others voted bonds, others paid for right of way by private
subscription in order to secure a railroad. Mob psychology had got in its
work; the people were frenzied. The result was often overbuilding, parallel
lines, too many roads attempting to occupy the same territory, with the
result that branch lines often never paid interest on the cost of construction.
On the other hand the gambling instinct was rampant, many roads were
overcapitalized, stock was voted influential persons without money
consideration, and stock sold to others for more than it was worth.
As there had been for turnpikes, as there had been for canals, once again
there came a popular call for governmental aid. Land was then plenty and
the general belief was that the prosperity of the country demanded its
settlement. If railways could be induced to go out into the open prairies and
by their selling agencies bring about the occupation and tillage of these
lands, other lands owned by the Government would soon be in demand.
There would be no particular hardship on anyone, since Government land
was sold to actual settlers for such a small sum, the railroads would be
unable to dispose of their land at a much larger price. As a matter of fact the
land was sold by the railroads for whatever it would bring; the prices
increased as settlement became more dense. In Iowa railroad land sold from
$5 to $50 per acre during the ’sixties and ’seventies. The remaining land
held by the government was ordinarily increased in price from $1.25 to
$2.50 per acre.
and intercourse were east and west, that the people of the North did not
fraternize with the people of the South, that they grew apart and worshiped
at the shrine of different ideals, furnished at least one cause for the cruel
Civil War. There are still too few north and south trunk lines of travel and
commerce, too little trade and friendly intercourse to heal the differences
engendered by a century of separation. There lies one of the hopes of the
interchange of summer and winter automobile visitors.
The building of railroads offered an opening for surplus capital; the
opportunity for fortune and fame was attractive; but above all the people
were crazed with the idea of improvement; every town wanted to grow
bigger and a railroad was an absolute necessity; scores of companies were
formed with the intention of beginning construction, then deeding the
improvement to some established line to operate. Many communities
subscribed stock, others voted bonds, others paid for right of way by private
subscription in order to secure a railroad. Mob psychology had got in its
work; the people were frenzied. The result was often overbuilding, parallel
lines, too many roads attempting to occupy the same territory, with the
result that branch lines often never paid interest on the cost of construction.
On the other hand the gambling instinct was rampant, many roads were
overcapitalized, stock was voted influential persons without money
consideration, and stock sold to others for more than it was worth.
As there had been for turnpikes, as there had been for canals, once again
there came a popular call for governmental aid. Land was then plenty and
the general belief was that the prosperity of the country demanded its
settlement. If railways could be induced to go out into the open prairies and
by their selling agencies bring about the occupation and tillage of these
lands, other lands owned by the Government would soon be in demand.
There would be no particular hardship on anyone, since Government land
was sold to actual settlers for such a small sum, the railroads would be
unable to dispose of their land at a much larger price. As a matter of fact the
land was sold by the railroads for whatever it would bring; the prices
increased as settlement became more dense. In Iowa railroad land sold from
$5 to $50 per acre during the ’sixties and ’seventies. The remaining land
held by the government was ordinarily increased in price from $1.25 to
$2.50 per acre.
Page 122
Congress, evidently influenced by the demand for railroads, and falling
back upon the precedent of the National Highway, heretofore mentioned,
granted in 1850 to the State of Illinois a strip of land about 12 miles wide
lengthwise through the state to be transferred by it to the Illinois Central
Railroad. The act gave six sections per mile on each side of the track,
amounting, as certified to later, 2,595,053 acres. In consideration of this and
in lieu of all other taxes, the company agreed to pay the state an amount
equal to 7 per cent of the gross earnings from freight and passenger traffic.
The company had received from the sale (principal and advanced interest)
of 2,250,633 acres, up to January 1, 1873, $24,296,596;[100] an average of
about $11 per acre.
Other companies were quick to take advantage of this precedent. Each
had its representative in Congress. For over twenty years there was scarcely
a Congress that did not make one or two such grants. More than a hundred
such grants[101] were made between 1850 and 1872, aggregating
155,000,000 acres.[102] Several roads did not comply with the conditions of
the grants hence the donation lapsed. Up to June 30, 1880, grants amounted
to 155,504,994.59 acres, according to Donaldson, of which there had been
patented to the same date, 35,214,978.25 acres.
Pacific Roads. —The most gigantic land grants made by the Government
were for the benefit of the trans-continental or Pacific roads. The idea of a
transcontinental railroad has been traced back practically to the beginning
of railroad building in the United States.[103] During the ’fifties the debates
in Congress waxed strong. Should the states’ sovereignty idea prevail and
federal aid be first granted to the states and dealt out by them to the builders
as had been done with the Illinois Central and numerous other cases, or
should the National Government undertake the work itself or grant the aid
to a company for that purpose? Where would the road be built: in the North,
which would give an advantage to the abolitionists, or in the South, with
corresponding advantage to slavery partisans? The two classes were
absolutely antagonistic to each other’s desires. Then there was a middle
class, who desired to prevent separation and war who refused to vote upon
either side for fear it would create trouble with the other.
As a compromise a bill was passed in 1853 to have the country west of
the Mississippi River surveyed to determine the most feasible region for
building the transcontinental railroad. The report of the survey is contained
in eleven volumes, and was made by the War Department, of which
back upon the precedent of the National Highway, heretofore mentioned,
granted in 1850 to the State of Illinois a strip of land about 12 miles wide
lengthwise through the state to be transferred by it to the Illinois Central
Railroad. The act gave six sections per mile on each side of the track,
amounting, as certified to later, 2,595,053 acres. In consideration of this and
in lieu of all other taxes, the company agreed to pay the state an amount
equal to 7 per cent of the gross earnings from freight and passenger traffic.
The company had received from the sale (principal and advanced interest)
of 2,250,633 acres, up to January 1, 1873, $24,296,596;[100] an average of
about $11 per acre.
Other companies were quick to take advantage of this precedent. Each
had its representative in Congress. For over twenty years there was scarcely
a Congress that did not make one or two such grants. More than a hundred
such grants[101] were made between 1850 and 1872, aggregating
155,000,000 acres.[102] Several roads did not comply with the conditions of
the grants hence the donation lapsed. Up to June 30, 1880, grants amounted
to 155,504,994.59 acres, according to Donaldson, of which there had been
patented to the same date, 35,214,978.25 acres.
Pacific Roads. —The most gigantic land grants made by the Government
were for the benefit of the trans-continental or Pacific roads. The idea of a
transcontinental railroad has been traced back practically to the beginning
of railroad building in the United States.[103] During the ’fifties the debates
in Congress waxed strong. Should the states’ sovereignty idea prevail and
federal aid be first granted to the states and dealt out by them to the builders
as had been done with the Illinois Central and numerous other cases, or
should the National Government undertake the work itself or grant the aid
to a company for that purpose? Where would the road be built: in the North,
which would give an advantage to the abolitionists, or in the South, with
corresponding advantage to slavery partisans? The two classes were
absolutely antagonistic to each other’s desires. Then there was a middle
class, who desired to prevent separation and war who refused to vote upon
either side for fear it would create trouble with the other.
As a compromise a bill was passed in 1853 to have the country west of
the Mississippi River surveyed to determine the most feasible region for
building the transcontinental railroad. The report of the survey is contained
in eleven volumes, and was made by the War Department, of which
Page 123
Jefferson Davis was the Secretary. This cabinet officer reported in favor of
“the route of the 32d parallel” as the “most practical and economical from
the Mississippi River to the Pacific Ocean.”[104] A line this far south, of
course, was not acceptable to the North. The election and Civil War coming
on changed the status of affairs and on July 4, 1862, President Lincoln
signed the bill by which the first transcontinental road should be
constructed by two companies: the Central Pacific working from the west,
and the Union Pacific working from the Missouri River at Omaha
westward. A grant of land of approximately 35,000,000 acres was made,
namely, the odd sections lying contiguous to the line on either side. This
was not quite a return to the position of the Government when it built out of
the funds from the sale of public lands the National Road westward from
Maryland, through Pennsylvania, Ohio, Indiana, into Illinois. Then the
construction was done under the direction of the federal Government and
the road remained the property of the Government. Now federal aid was
given to private companies to be operated for their own benefit. What might
have been the result in this country had the Government taken a firm stand
for national ownership is problematical, but the fact that it has made a
success of the construction and operation of the Panama Canal leads many
to believe that the railroad question would have been handled as easily if
that system had grown up from the beginning. Opponents of government
ownership point to the roads of continental Europe as being less efficient
than those of England and the United States under private ownership. And
more recently the fiasco of Government operation under war emergency is
considered a strong argument against public ownership.
In addition to the land granted to the Union Pacific for the “purpose of
aiding in the construction of said railroad and telegraph line, and to secure
the safe and speedy transportation of the mails, troops, munitions of war,
and public stores thereon, every alternate section of land, designated by odd
numbers, to the amount of five alternate sections per mile on each side of
said road,”[105] the company was given for “right of way” 200 feet each side
of the track,[106] “including all necessary grounds” for stations, side-tracks
and various other purposes enumerated, also to take from the public land
“adjacent to the line of said road” (afterwards limited to 10 miles on each
side) “earth, stone, timber, and other materials, for the construction
thereof.” Further help was also granted by the provisions of the act (Section
5): “That ... the Secretary of the Treasury shall, upon the certificate in
“the route of the 32d parallel” as the “most practical and economical from
the Mississippi River to the Pacific Ocean.”[104] A line this far south, of
course, was not acceptable to the North. The election and Civil War coming
on changed the status of affairs and on July 4, 1862, President Lincoln
signed the bill by which the first transcontinental road should be
constructed by two companies: the Central Pacific working from the west,
and the Union Pacific working from the Missouri River at Omaha
westward. A grant of land of approximately 35,000,000 acres was made,
namely, the odd sections lying contiguous to the line on either side. This
was not quite a return to the position of the Government when it built out of
the funds from the sale of public lands the National Road westward from
Maryland, through Pennsylvania, Ohio, Indiana, into Illinois. Then the
construction was done under the direction of the federal Government and
the road remained the property of the Government. Now federal aid was
given to private companies to be operated for their own benefit. What might
have been the result in this country had the Government taken a firm stand
for national ownership is problematical, but the fact that it has made a
success of the construction and operation of the Panama Canal leads many
to believe that the railroad question would have been handled as easily if
that system had grown up from the beginning. Opponents of government
ownership point to the roads of continental Europe as being less efficient
than those of England and the United States under private ownership. And
more recently the fiasco of Government operation under war emergency is
considered a strong argument against public ownership.
In addition to the land granted to the Union Pacific for the “purpose of
aiding in the construction of said railroad and telegraph line, and to secure
the safe and speedy transportation of the mails, troops, munitions of war,
and public stores thereon, every alternate section of land, designated by odd
numbers, to the amount of five alternate sections per mile on each side of
said road,”[105] the company was given for “right of way” 200 feet each side
of the track,[106] “including all necessary grounds” for stations, side-tracks
and various other purposes enumerated, also to take from the public land
“adjacent to the line of said road” (afterwards limited to 10 miles on each
side) “earth, stone, timber, and other materials, for the construction
thereof.” Further help was also granted by the provisions of the act (Section
5): “That ... the Secretary of the Treasury shall, upon the certificate in
Page 124
writing ... of the completion and equipment of forty consecutive miles ...
issue ... bonds of the United States of one thousand dollars each, payable in
thirty years after date, bearing six per centum per annum interest ... to the
amount of sixteen of said bonds per mile.” The act provides that this loan
shall constitute a first mortgage lien on the property, but the act of 1864
allowed the company to issue bonds to the same amount and subrogate the
Government bonds to those issued by the company making the Government
claim a second mortgage instead of a first. The Government gave similar
grants and privileges to the Central Pacific, although it was a purely state
corporation and, at first, was only to build to the east line of California.
Apparently the last vestige of the traditions of Madison and Monroe, of
Jackson and Buchanan had disappeared.
There was danger that other lines would be built. A line was preparing to
go west from Leavenworth, lines were converging on St. Joseph and Sioux
City, any of which might become rivals of the Union Pacific, so the act
provides that they shall unite with the Pacific not farther west than the one
hundredth meridian of longitude, and if they do so grants of lands and
subsidy bonds will be given to them.
However, the demand for transcontinental lines was so great that three
other lines were authorized. In 1864 the Northern Pacific Railroad to
connect Lake Superior with Puget Sound, with a land grant of 58,000,000
acres; in the Atlantic & Pacific to follow the old 32d parallel route, now a
part of the Southern Pacific, with a grant of 42,000,000 acres; and last, the
Atchison, Topeka & Santa Fé received also a large grant. The total
Congressional grants certified or patented to railroads and military wagon
roads from 1850 to 1880 were as follows:
To States 35,214,978.25 acres
To Corporation and Pacific Roads 10,435,048.08
Military Wagon Roads 1,301,040.47
46,951,066.80
Deduct lands forfeited 607,741.76
Grand Total for Railroads and Military Wagon Roads 46,343,325.04
Acres necessary to fill grants providing all roads are constructed 155,504,994.59 [107]
Construction of Pacific Roads. —It would be interesting to take up in
detail the work of constructing these roads, but space will not permit.
Nothing can be said of the intense interest throughout the United States; of
the romance and adventure of penetrating 1700 miles of wilderness and
issue ... bonds of the United States of one thousand dollars each, payable in
thirty years after date, bearing six per centum per annum interest ... to the
amount of sixteen of said bonds per mile.” The act provides that this loan
shall constitute a first mortgage lien on the property, but the act of 1864
allowed the company to issue bonds to the same amount and subrogate the
Government bonds to those issued by the company making the Government
claim a second mortgage instead of a first. The Government gave similar
grants and privileges to the Central Pacific, although it was a purely state
corporation and, at first, was only to build to the east line of California.
Apparently the last vestige of the traditions of Madison and Monroe, of
Jackson and Buchanan had disappeared.
There was danger that other lines would be built. A line was preparing to
go west from Leavenworth, lines were converging on St. Joseph and Sioux
City, any of which might become rivals of the Union Pacific, so the act
provides that they shall unite with the Pacific not farther west than the one
hundredth meridian of longitude, and if they do so grants of lands and
subsidy bonds will be given to them.
However, the demand for transcontinental lines was so great that three
other lines were authorized. In 1864 the Northern Pacific Railroad to
connect Lake Superior with Puget Sound, with a land grant of 58,000,000
acres; in the Atlantic & Pacific to follow the old 32d parallel route, now a
part of the Southern Pacific, with a grant of 42,000,000 acres; and last, the
Atchison, Topeka & Santa Fé received also a large grant. The total
Congressional grants certified or patented to railroads and military wagon
roads from 1850 to 1880 were as follows:
To States 35,214,978.25 acres
To Corporation and Pacific Roads 10,435,048.08
Military Wagon Roads 1,301,040.47
46,951,066.80
Deduct lands forfeited 607,741.76
Grand Total for Railroads and Military Wagon Roads 46,343,325.04
Acres necessary to fill grants providing all roads are constructed 155,504,994.59 [107]
Construction of Pacific Roads. —It would be interesting to take up in
detail the work of constructing these roads, but space will not permit.
Nothing can be said of the intense interest throughout the United States; of
the romance and adventure of penetrating 1700 miles of wilderness and
Page 125
desert with hostile Indians ready at any time to attack; with worse than
hostile Indians in the rough-necks, gamblers, and prostitutes who followed
the camps; of the magnitude of the work employing 2000 graders to go
first, 1500 wood choppers and tie-getters spreading their labors over
thousands of miles of Government forests; of the engineers and their feats
of searching out easiest passages; of the track layers; of the boarding
houses; of general camp life; of the exciting race with the Central Pacific
ending in the union of the two lines and the driving of the golden spike at
Promontory Point on the north shore of Great Salt Lake, 1086 miles
westward from Omaha and 689 miles eastward from Sacramento, on the
10th day of May, 1869; and of the crowds in Omaha, Chicago, Cincinnati,
New Orleans, Washington, New York, San Francisco, and every other place
of importance in the whole nation, who patiently waited the sounds of the
bells rung in unison with the sounds of the strokes upon the spike,
transmitted instantaneously through the intervening space by the electric
telegraph.
There is no doubt but that the benefits that have come from the railways
through the increased facilities for transportation and the corresponding
gain to civilization has amply repaid the Government for all its bounties,
notwithstanding some of them were unnecessary, in fact, a willful waste and
led to an orgy of financial and political corruption a little later.
The Crédit Mobilier. —Perhaps the most widely noticed scandal
connected with the railroads was the scheme known as the Crédit Mobilier.
This was made much of by the Grange and other anti-monopoly movements
which reached their height in the ’seventies. Charges having been made that
many congressmen had been bribed by an organization known as the Crédit
Mobilier, a Congressional investigation was made,[108] Thomas Durant, vice
president, and other leading stockholders of the Union Pacific Railroad,
secured a controlling interest in the stock of the Pennsylvania Fiscal Agency
in 1864 and had its name changed to the Crédit Mobilier of America. One
of the ostensible functions of the company was to loan money for railroad
construction. The same men were instrumental in awarding the contract for
the building of the Union Pacific Railroad to one of their number, Oakes
Ames, a member of the United States House of Representatives, for
stipulated amounts per mile for the different sections ranging from $42,000
to $96,000, amounting in the aggregate to $47,000,000. The contract was
right away transferred to seven trustees composed of the same controlling
hostile Indians in the rough-necks, gamblers, and prostitutes who followed
the camps; of the magnitude of the work employing 2000 graders to go
first, 1500 wood choppers and tie-getters spreading their labors over
thousands of miles of Government forests; of the engineers and their feats
of searching out easiest passages; of the track layers; of the boarding
houses; of general camp life; of the exciting race with the Central Pacific
ending in the union of the two lines and the driving of the golden spike at
Promontory Point on the north shore of Great Salt Lake, 1086 miles
westward from Omaha and 689 miles eastward from Sacramento, on the
10th day of May, 1869; and of the crowds in Omaha, Chicago, Cincinnati,
New Orleans, Washington, New York, San Francisco, and every other place
of importance in the whole nation, who patiently waited the sounds of the
bells rung in unison with the sounds of the strokes upon the spike,
transmitted instantaneously through the intervening space by the electric
telegraph.
There is no doubt but that the benefits that have come from the railways
through the increased facilities for transportation and the corresponding
gain to civilization has amply repaid the Government for all its bounties,
notwithstanding some of them were unnecessary, in fact, a willful waste and
led to an orgy of financial and political corruption a little later.
The Crédit Mobilier. —Perhaps the most widely noticed scandal
connected with the railroads was the scheme known as the Crédit Mobilier.
This was made much of by the Grange and other anti-monopoly movements
which reached their height in the ’seventies. Charges having been made that
many congressmen had been bribed by an organization known as the Crédit
Mobilier, a Congressional investigation was made,[108] Thomas Durant, vice
president, and other leading stockholders of the Union Pacific Railroad,
secured a controlling interest in the stock of the Pennsylvania Fiscal Agency
in 1864 and had its name changed to the Crédit Mobilier of America. One
of the ostensible functions of the company was to loan money for railroad
construction. The same men were instrumental in awarding the contract for
the building of the Union Pacific Railroad to one of their number, Oakes
Ames, a member of the United States House of Representatives, for
stipulated amounts per mile for the different sections ranging from $42,000
to $96,000, amounting in the aggregate to $47,000,000. The contract was
right away transferred to seven trustees composed of the same controlling
Page 126
stockholders, who were to execute it receiving therefor $3000 per year
each, and the profits were to be divided among those stockholders of the
Crédit Mobilier of America who would comply with certain conditions. The
Crédit Mobilier agreed to furnish the necessary money at 7 per cent per
annum and 21⁄2 per cent commission, not to exceed the amount provided in
the contract to be paid by the Union Pacific company. These same leading
stockholders of the Union Pacific being also controlling stockholders of the
Crédit Mobilier were thus, because the contract prices were said to be twice
the actual constructing prices, making a big profit, practically all of which
was coming from the United States treasury. Complaints were being made
and adverse legislation was feared. Stock in Crédit Mobilier was offered to
members of congress at a very low figure on which it is said they made
dividends of 340 per cent. It amounted to this: The men entrusted with the
management of the road let the contract for its construction to themselves at
a figure double its real cost, and pocketed the profits, estimated at about
$30,000,000. These same men started the scheme, which afterward became
common, of watering the stock, that is increasing the outstanding stock, and
distributing it as dividends, upon the plea that the property had increased
without any new outlay of money. It also appears to be a method of earning
dividends upon money never invested.
Railroad Consolidation. —It has been shown that at the beginning
railroad building consisted of short stretches from town to town, or from the
end of one water communication to the beginning of another. It was but
reasonable that these would join for the purpose of through traffic. The
result was also better efficiency as the equipment could be used to better
advantage; the terminal costs were reduced as there were not so many of
them; and, what may have been a leading cause, the control, and perhaps
prevention, of competition. Unrestricted competition caused rate wars; rates
once down it was difficult to get them back and frequently bankruptcy
occurred. Government regulations were made prohibiting rate agreements
and pooling. Such apparently hastened consolidation. One objection to
consolidation was the concentration of vast financial powers in the hands of
a few, and since money had much influence in Washington and in the state
capitals, political power as well. This and combinations of other industrial
concerns were causes which brought about the enactment of the Sherman
Anti-Trust law of July 2, 1890.[109] This law did not come in time to stop
consolidation and it may be doubtful if it would for the Supreme Court has
each, and the profits were to be divided among those stockholders of the
Crédit Mobilier of America who would comply with certain conditions. The
Crédit Mobilier agreed to furnish the necessary money at 7 per cent per
annum and 21⁄2 per cent commission, not to exceed the amount provided in
the contract to be paid by the Union Pacific company. These same leading
stockholders of the Union Pacific being also controlling stockholders of the
Crédit Mobilier were thus, because the contract prices were said to be twice
the actual constructing prices, making a big profit, practically all of which
was coming from the United States treasury. Complaints were being made
and adverse legislation was feared. Stock in Crédit Mobilier was offered to
members of congress at a very low figure on which it is said they made
dividends of 340 per cent. It amounted to this: The men entrusted with the
management of the road let the contract for its construction to themselves at
a figure double its real cost, and pocketed the profits, estimated at about
$30,000,000. These same men started the scheme, which afterward became
common, of watering the stock, that is increasing the outstanding stock, and
distributing it as dividends, upon the plea that the property had increased
without any new outlay of money. It also appears to be a method of earning
dividends upon money never invested.
Railroad Consolidation. —It has been shown that at the beginning
railroad building consisted of short stretches from town to town, or from the
end of one water communication to the beginning of another. It was but
reasonable that these would join for the purpose of through traffic. The
result was also better efficiency as the equipment could be used to better
advantage; the terminal costs were reduced as there were not so many of
them; and, what may have been a leading cause, the control, and perhaps
prevention, of competition. Unrestricted competition caused rate wars; rates
once down it was difficult to get them back and frequently bankruptcy
occurred. Government regulations were made prohibiting rate agreements
and pooling. Such apparently hastened consolidation. One objection to
consolidation was the concentration of vast financial powers in the hands of
a few, and since money had much influence in Washington and in the state
capitals, political power as well. This and combinations of other industrial
concerns were causes which brought about the enactment of the Sherman
Anti-Trust law of July 2, 1890.[109] This law did not come in time to stop
consolidation and it may be doubtful if it would for the Supreme Court has
Page 127
decided that combinations are not unlawful unless they exercise an
unreasonable restraint upon trade.[110]
The methods of consolidation are: merger or outright purchase, in which
case the individual lines lose their separate identity; stock purchase,
wherein a controlling share of the stock of another road is held by the
purchasing line or by a holding company; lease usually for long periods, a
rental being paid periodically for the use of the line; and, community of
interest, that is the establishment of friendly relations. The consolidations
are more often financial than physical. When two roads physically combine
under one management it is customary to reorganize and assume the same
name. In the consolidations given in the table below many of the roads are
operated separately and almost independently but are dominated by
common financial interests with common policies or very friendly relations.
Some of the principal consolidations prior to 1912 are:[111]
Vanderbilt Interests
Mileage
Boston & Albany 392
New York Central 3,591
Lake Shore & Michigan Southern 1,663
Michigan Central 1,805
New York, Chicago & St. L. 561
Lake Erie & Western 886
Big Four 1,979
Pittsburgh & Lake Erie 215
Chicago, Indiana & Southern 329
Other affiliated eastern lines 1,759
Western Maryland[112] 575
Chicago & North Western Systems 9,827
Total 23,582
Morgan Interests
Erie Railroad 2,565
Pere Marquette 2,334
Southern Railroad System 8,667
Cincinnati, New Orleans & Texas Pacific 335
Mobile & Ohio 1,114
Atlantic Coast Line 6,818
Louisville & Nashville 4,590
Chicago & Great Western 1,495
unreasonable restraint upon trade.[110]
The methods of consolidation are: merger or outright purchase, in which
case the individual lines lose their separate identity; stock purchase,
wherein a controlling share of the stock of another road is held by the
purchasing line or by a holding company; lease usually for long periods, a
rental being paid periodically for the use of the line; and, community of
interest, that is the establishment of friendly relations. The consolidations
are more often financial than physical. When two roads physically combine
under one management it is customary to reorganize and assume the same
name. In the consolidations given in the table below many of the roads are
operated separately and almost independently but are dominated by
common financial interests with common policies or very friendly relations.
Some of the principal consolidations prior to 1912 are:[111]
Vanderbilt Interests
Mileage
Boston & Albany 392
New York Central 3,591
Lake Shore & Michigan Southern 1,663
Michigan Central 1,805
New York, Chicago & St. L. 561
Lake Erie & Western 886
Big Four 1,979
Pittsburgh & Lake Erie 215
Chicago, Indiana & Southern 329
Other affiliated eastern lines 1,759
Western Maryland[112] 575
Chicago & North Western Systems 9,827
Total 23,582
Morgan Interests
Erie Railroad 2,565
Pere Marquette 2,334
Southern Railroad System 8,667
Cincinnati, New Orleans & Texas Pacific 335
Mobile & Ohio 1,114
Atlantic Coast Line 6,818
Louisville & Nashville 4,590
Chicago & Great Western 1,495
Page 128
Total 27,918
Harriman Interests
Oregon Short Line 1,646
Oregon Railway & Navigation Company 1,737
Union Pacific System (remainder) 3,791
Southern Pacific 10,257
Illinois Central System 6,340
Central of Georgia 1,915
Baltimore & Ohio 4,555
Delaware & Hudson 875
San Pedro, Los Angeles & Salt Lake 1,105
Cincinnati, Hamilton & Dayton 1,015
Total 33,236
Atchison, Topeka and Santa Fé 10,472
Chicago, Milwaukee and St. Paul System 9,657
Seaboard Air Line 3,084
Pennsylvania Railroad Interests
Pennsylvania Lines 11,197
Norfolk & Western 1,990
Total 13,187
Gould Interests
Wabash System 2,663
Wheeling & Lake Erie 457
Missouri Pacific System[113] 3,920
St. Louis, Iron Mountain & Southern[113] 313
St. Louis, Southwestern[113] 1,675
Texas & Pacific[113] 1,991
International & Great Northern[113] 1,159
Denver & Rio Grande[114] 2,778
Western Pacific[113] 979
Total 15,935
Moore Interests
Rock Island System 8,144
Delaware, Lackawanna & Western[114] 1,052
Lehigh Valley[115] 1,431
Harriman Interests
Oregon Short Line 1,646
Oregon Railway & Navigation Company 1,737
Union Pacific System (remainder) 3,791
Southern Pacific 10,257
Illinois Central System 6,340
Central of Georgia 1,915
Baltimore & Ohio 4,555
Delaware & Hudson 875
San Pedro, Los Angeles & Salt Lake 1,105
Cincinnati, Hamilton & Dayton 1,015
Total 33,236
Atchison, Topeka and Santa Fé 10,472
Chicago, Milwaukee and St. Paul System 9,657
Seaboard Air Line 3,084
Pennsylvania Railroad Interests
Pennsylvania Lines 11,197
Norfolk & Western 1,990
Total 13,187
Gould Interests
Wabash System 2,663
Wheeling & Lake Erie 457
Missouri Pacific System[113] 3,920
St. Louis, Iron Mountain & Southern[113] 313
St. Louis, Southwestern[113] 1,675
Texas & Pacific[113] 1,991
International & Great Northern[113] 1,159
Denver & Rio Grande[114] 2,778
Western Pacific[113] 979
Total 15,935
Moore Interests
Rock Island System 8,144
Delaware, Lackawanna & Western[114] 1,052
Lehigh Valley[115] 1,431
Page 129
Total 10,627
Hill Interests
Great Northern 7,397
Northern Pacific 6,281
Chicago, Burlington & Quincy 10,443
Colorado & Southern 1,249
Total 25,370
New Haven Interests
New York, New Haven & Hartford 2,887
Boston & Maine 3,594
Total 6,481
Hawley Interests
Minneapolis & St. Louis 1,027
Iowa Central 559
Toledo, St. Louis & Western 451
’Frisco System 7,147
Chicago & Alton 1,025
Chesapeake & Ohio System 2,232
Missouri, Kansas & Texas 3,393
Hocking Valley 350
Total 16,508
Philadelphia and Reading 2,137
Grand Total of above Groups and Systems 198,638
Total milage of railways in the United States, Dec. 31, 1916 397,014
For a more extended discussion see “National Consolidation of Railroads,” by George H. Lewis.
Mechanical Development. —There is not space to follow in detail the
mechanical development of railroads. The rail, for instance, was at first a
mere plank placed in the cart track to prevent rutting; this evolved into a rail
of timber about 4 x 6 inches held in proper position by cross-ties not to be
considered as sleepers or supports especially. On top of the rail was later
placed a strap iron. Since this strap iron under the wheel loads curled up,
thicker plates began to be used. Then cast-iron rails some 4 or 5 feet long
from tie to tie, cast deeper at the middle for greater strength. Then the
rolling mills were becoming sufficiently improved to roll out wrought-iron
rails, at first rectangular plates, then T-rails held up by chairs and finally
Hill Interests
Great Northern 7,397
Northern Pacific 6,281
Chicago, Burlington & Quincy 10,443
Colorado & Southern 1,249
Total 25,370
New Haven Interests
New York, New Haven & Hartford 2,887
Boston & Maine 3,594
Total 6,481
Hawley Interests
Minneapolis & St. Louis 1,027
Iowa Central 559
Toledo, St. Louis & Western 451
’Frisco System 7,147
Chicago & Alton 1,025
Chesapeake & Ohio System 2,232
Missouri, Kansas & Texas 3,393
Hocking Valley 350
Total 16,508
Philadelphia and Reading 2,137
Grand Total of above Groups and Systems 198,638
Total milage of railways in the United States, Dec. 31, 1916 397,014
For a more extended discussion see “National Consolidation of Railroads,” by George H. Lewis.
Mechanical Development. —There is not space to follow in detail the
mechanical development of railroads. The rail, for instance, was at first a
mere plank placed in the cart track to prevent rutting; this evolved into a rail
of timber about 4 x 6 inches held in proper position by cross-ties not to be
considered as sleepers or supports especially. On top of the rail was later
placed a strap iron. Since this strap iron under the wheel loads curled up,
thicker plates began to be used. Then cast-iron rails some 4 or 5 feet long
from tie to tie, cast deeper at the middle for greater strength. Then the
rolling mills were becoming sufficiently improved to roll out wrought-iron
rails, at first rectangular plates, then T-rails held up by chairs and finally
Page 130
through a dozen or more forms to Bessemer, then open-hearth steel rail
shapes as at present used. The fastenings and fish plates have gone through
a stage of evolution. The track soon assumed a standard form and has
retained it with little variation notwithstanding attempts to use steel and
concrete ties.
The freight cars, at first boxes with wheels on them, have gradually
developed into monsters of steel with draw bars, automatic brakes and
couplings. Passenger cars at first very variable were developed from stage
coaches and Conestoga wagons hitched together. In Europe they remained
short, like stage coaches with side doors. In the United States they
lengthened out with seats through the interior and doors and platforms at
the ends. Platforms were eventually housed in with vestibules. Both types
have their advantages and disadvantages. Sleeping cars seem to be a
development of the canal and steamboat sleeping quarters. Here a single
company early obtaining a working, if not a legal, monopoly of the business
of making and operating sleepers. As a result no improvements of note have
appeared in them for years. For financial efficiency the monopoly seems to
be a good thing; for mechanical progress it is not.
Locomotives have shown a continual progress. One reason perhaps is
their short lives; new ones must always be coming along and there is ample
opportunity for experimentation. From the Tom Thumb to the powerful
Mountain Type is a long climb, but as each step was taken the individual
changes were not very noticeable. Like the hour-hand of a watch only by
observing its position at times quite separated can it be noticed to have
traveled.
In fact the entire railway system with its millions of cars operating on
hundreds of roads has grown complex and yet standardized. To get a
common gauge that cars from one road might pass to another required an
act of Congress. At first companies adopted diverse gauges that their cars
could not go onto another road, but when transcontinental roads were to be
built and through lines of traffic established President Lincoln was called
upon to set a gauge. He “side-tracked” the matter and threw it onto
Congress, who established the distance 4 feet 81⁄2 inches as the standard
width between rails.
Without the telegraph the present amplification of railroad business could
not have taken place. The early trains traveled by time schedule. No extra
train could be added, although looking-posts were established at the stations
shapes as at present used. The fastenings and fish plates have gone through
a stage of evolution. The track soon assumed a standard form and has
retained it with little variation notwithstanding attempts to use steel and
concrete ties.
The freight cars, at first boxes with wheels on them, have gradually
developed into monsters of steel with draw bars, automatic brakes and
couplings. Passenger cars at first very variable were developed from stage
coaches and Conestoga wagons hitched together. In Europe they remained
short, like stage coaches with side doors. In the United States they
lengthened out with seats through the interior and doors and platforms at
the ends. Platforms were eventually housed in with vestibules. Both types
have their advantages and disadvantages. Sleeping cars seem to be a
development of the canal and steamboat sleeping quarters. Here a single
company early obtaining a working, if not a legal, monopoly of the business
of making and operating sleepers. As a result no improvements of note have
appeared in them for years. For financial efficiency the monopoly seems to
be a good thing; for mechanical progress it is not.
Locomotives have shown a continual progress. One reason perhaps is
their short lives; new ones must always be coming along and there is ample
opportunity for experimentation. From the Tom Thumb to the powerful
Mountain Type is a long climb, but as each step was taken the individual
changes were not very noticeable. Like the hour-hand of a watch only by
observing its position at times quite separated can it be noticed to have
traveled.
In fact the entire railway system with its millions of cars operating on
hundreds of roads has grown complex and yet standardized. To get a
common gauge that cars from one road might pass to another required an
act of Congress. At first companies adopted diverse gauges that their cars
could not go onto another road, but when transcontinental roads were to be
built and through lines of traffic established President Lincoln was called
upon to set a gauge. He “side-tracked” the matter and threw it onto
Congress, who established the distance 4 feet 81⁄2 inches as the standard
width between rails.
Without the telegraph the present amplification of railroad business could
not have taken place. The early trains traveled by time schedule. No extra
train could be added, although looking-posts were established at the stations
Page 131
up which the train men could climb to watch for the smoke of an
approaching train. Now every division point must have its coterie of
dependable dispatchers. Each wire carries multiple messages. Electric
signals and other safety devices to lessen accidents are universal, while the
bewildering network of tracks in the ordinary city yard are operated easily
from distant towers by interlocking switches. That railroads have brought
about an industrial and social revolution, that they have increased
enormously the country’s transportation, that they have thus been very
instrumental in bringing the present civilization to its high and uniform state
of attainment, cannot be denied.
approaching train. Now every division point must have its coterie of
dependable dispatchers. Each wire carries multiple messages. Electric
signals and other safety devices to lessen accidents are universal, while the
bewildering network of tracks in the ordinary city yard are operated easily
from distant towers by interlocking switches. That railroads have brought
about an industrial and social revolution, that they have increased
enormously the country’s transportation, that they have thus been very
instrumental in bringing the present civilization to its high and uniform state
of attainment, cannot be denied.
Page 132
© Underwood and Underwood
MODERN LOCOMOTIVES
MODERN LOCOMOTIVES
Page 133
1. Showing the Growth in the Size of Locomotives During the Past Twenty Years. The
Smaller Locomotive is an American Type Class Engine of 1900. The Larger is a
Mountain Type Engine. Both are Used on the C. B. & Q. R. R. Photographed at Lincoln,
Nebr., Sept., 1922.
2. One of the New Gearless Electric Locomotives Built by the General Electric Company
for the C. M. & St. Paul R. R.
The Evolution of the Sleeping Car. —Mr. Husband has made a very
interesting book of the story of the Pullman car and its evolution[116] in
which he traces with much detail, step by step, the improvements from
1836, when the first sleeping car was offered to the traveling public, to the
most modern parlor car now in use. The discomfort and inconvenience of
travelers by rail was so much greater than that by canal that only the greater
speed of the former caused it to forge ahead of the latter. As the mileage of
the roads increased so also did the comforts of travel. It has already been
noted that sparks set fire to the clothing of passengers. Soon box-like cars
replaced the open carriages and bogie trucks replaced the rigid wheels, the
former giving much more protection and the latter comfort while rounding
curves. But yet passengers were herded like cattle on stiff-backed narrow
benches in cars with scant head clearance and width. Clean stone ballast for
the road bed had not yet been thought of and the dust blew in clouds
through the open windows in the summer time, and a stove vitiated the air
in the winter. There were no screens or vestibules. It is a far cry from the
dim flaring candle to the brilliant white incandescent electric lights.
Passenger cars were rapidly improved until by 1844 they had taken on
something of the appearance of the present coach.
George M. Pullman, a Chicago contractor, having experienced the
inconveniences of railway travel and also being acquainted from close
association with the Erie Canal and the sleeping arrangements of the canal
boats, had visions of similar or better rail comforts. In 1858 he engaged
Leonard Seibert, an employee of the Chicago & Alton Railroad, to remodel
two coaches into the first Pullman sleeping cars. Mr. Pullman’s invention of
upper berth construction whereby it could be closed during the day and
serve as a receptacle for bedding was introduced into these cars, before
which time sleeping car bunks had been stationary and on one side only.
The success of his venture was such that he established a shop for the
manufacture of the cars and employed technical skill to plan and make
Smaller Locomotive is an American Type Class Engine of 1900. The Larger is a
Mountain Type Engine. Both are Used on the C. B. & Q. R. R. Photographed at Lincoln,
Nebr., Sept., 1922.
2. One of the New Gearless Electric Locomotives Built by the General Electric Company
for the C. M. & St. Paul R. R.
The Evolution of the Sleeping Car. —Mr. Husband has made a very
interesting book of the story of the Pullman car and its evolution[116] in
which he traces with much detail, step by step, the improvements from
1836, when the first sleeping car was offered to the traveling public, to the
most modern parlor car now in use. The discomfort and inconvenience of
travelers by rail was so much greater than that by canal that only the greater
speed of the former caused it to forge ahead of the latter. As the mileage of
the roads increased so also did the comforts of travel. It has already been
noted that sparks set fire to the clothing of passengers. Soon box-like cars
replaced the open carriages and bogie trucks replaced the rigid wheels, the
former giving much more protection and the latter comfort while rounding
curves. But yet passengers were herded like cattle on stiff-backed narrow
benches in cars with scant head clearance and width. Clean stone ballast for
the road bed had not yet been thought of and the dust blew in clouds
through the open windows in the summer time, and a stove vitiated the air
in the winter. There were no screens or vestibules. It is a far cry from the
dim flaring candle to the brilliant white incandescent electric lights.
Passenger cars were rapidly improved until by 1844 they had taken on
something of the appearance of the present coach.
George M. Pullman, a Chicago contractor, having experienced the
inconveniences of railway travel and also being acquainted from close
association with the Erie Canal and the sleeping arrangements of the canal
boats, had visions of similar or better rail comforts. In 1858 he engaged
Leonard Seibert, an employee of the Chicago & Alton Railroad, to remodel
two coaches into the first Pullman sleeping cars. Mr. Pullman’s invention of
upper berth construction whereby it could be closed during the day and
serve as a receptacle for bedding was introduced into these cars, before
which time sleeping car bunks had been stationary and on one side only.
The success of his venture was such that he established a shop for the
manufacture of the cars and employed technical skill to plan and make
Page 134
them. He had such organizing ability, however, that before his death he saw
the Pullman Company holding a practical monopoly of all the sleeping cars
in the country, with through cars scheduled so that change of Pullman was
unnecessary from coast to coast, or if a change had to be made it was
merely a transfer from one car to a connecting car on another route. A single
ticket will carry a passenger from Portland, Maine, to San Francisco, by
way of Washington, D.C., New Orleans and Los Angeles with only two
changes of cars, namely, at New York and Washington, a total distance of
4,199 miles.
It may be interesting to note that some 26,000,000 persons are annually
accommodated by the 7500 cars operated by this company.
Street Car Service. —Now that more than one half the population of the
United States live in cities makes the matter of local transportation of at
least passing interest. Railroads were at first tram cars and many of them
were built through the city streets, it was easy, therefore, to make of them
street cars caring for such local traffic as desired to take advantage of them.
They became a popular means of local transportation in the decade 1850-
60. As the demand became greater the one-horse car gave way to the two-
horse with its longer body and greater capacity. These not being sufficient
steam locomotives were used in some cities, in others the tracks were
elevated above the surface, the first in New York in 1876, or depressed
below with steam locomotives operating trains of cars rapidly loaded and
unloaded at stopping points about four blocks apart. In 1879 or 1880 in San
Francisco where the hills were too steep for horses the cable car was
designed, whereby an endless cable operated from a central station ran
continuously in a trench or conduit under the track. A grip attached to the
car could be made to take hold of this cable and the car was thus drawn
along. Notwithstanding they were expensive to install cable cars were
rapidly replacing horse-drawn cars when electric traction came in and
displaced them.
Electric Traction. —There are reports of attempts to obtain magnetic
traction by the use of batteries, but not until the electric dynamo and motor
had become practical working machines was anything like a successful
working electrically propelled car developed. The ordinary method is to
generate the electricity at a central station, carry it along the track by means
of a wire, from which it is taken by a trolley or some form of conductor to a
motor on the car completing the circuit through the track and ground. Such
the Pullman Company holding a practical monopoly of all the sleeping cars
in the country, with through cars scheduled so that change of Pullman was
unnecessary from coast to coast, or if a change had to be made it was
merely a transfer from one car to a connecting car on another route. A single
ticket will carry a passenger from Portland, Maine, to San Francisco, by
way of Washington, D.C., New Orleans and Los Angeles with only two
changes of cars, namely, at New York and Washington, a total distance of
4,199 miles.
It may be interesting to note that some 26,000,000 persons are annually
accommodated by the 7500 cars operated by this company.
Street Car Service. —Now that more than one half the population of the
United States live in cities makes the matter of local transportation of at
least passing interest. Railroads were at first tram cars and many of them
were built through the city streets, it was easy, therefore, to make of them
street cars caring for such local traffic as desired to take advantage of them.
They became a popular means of local transportation in the decade 1850-
60. As the demand became greater the one-horse car gave way to the two-
horse with its longer body and greater capacity. These not being sufficient
steam locomotives were used in some cities, in others the tracks were
elevated above the surface, the first in New York in 1876, or depressed
below with steam locomotives operating trains of cars rapidly loaded and
unloaded at stopping points about four blocks apart. In 1879 or 1880 in San
Francisco where the hills were too steep for horses the cable car was
designed, whereby an endless cable operated from a central station ran
continuously in a trench or conduit under the track. A grip attached to the
car could be made to take hold of this cable and the car was thus drawn
along. Notwithstanding they were expensive to install cable cars were
rapidly replacing horse-drawn cars when electric traction came in and
displaced them.
Electric Traction. —There are reports of attempts to obtain magnetic
traction by the use of batteries, but not until the electric dynamo and motor
had become practical working machines was anything like a successful
working electrically propelled car developed. The ordinary method is to
generate the electricity at a central station, carry it along the track by means
of a wire, from which it is taken by a trolley or some form of conductor to a
motor on the car completing the circuit through the track and ground. Such
Page 135
a car was practically demonstrated at the Berlin Exposition of 1879, by
Werner Siemens, with a line 219 yards long.[117] This was the first practical
electric railway. But long before this time in America experiments had been
made with electric traction. Dever exhibited a model at Springfield,
Massachusetts, in 1835.[118] In 1879, the year of Siemens’ exhibition,
another model railway having a “third rail” to carry the current was
exhibited at Stockbridge, Massachusetts. Edison had a car in operation at
Menlo Park, New Jersey, in 1882, and the following year a small road
carried passengers at an exhibit in Chicago. Miniature roads were exhibited
at Philadelphia, Denver, Cleveland, New Orleans, and possibly elsewhere.
The first electric railway built and operated for profit in American streets
was at Richmond, Virginia, in 1885 on 21⁄2 miles of track. During the same
year 2 miles between Baltimore and Hampton were put in operation.[119] By
1890 the number of cities having trolley cars had increased to forty-nine.
[120] From that time on the change from horse-drawn cars was very rapid.
Trolley lines were even extended throughout the country districts. At one
time it looked as though they might replace steam cars for passenger traffic,
especially short-haul traffic. There was a complete network of interurban
trolley lines in the Eastern and Central Western states by 1910.[121] The
trolley is also being used upon hard-surfaced roads without tracks by buses
and trucks. Steam railroads running into New York City through the tubes
use electric locomotives to draw the trains, thus avoiding the smoke
nuisance and the danger therewith connected. The Milwaukee Railroad is
using electric locomotives on its mountain division in Montana and Idaho.
Electricity is generated by water power; also the trains going down grade
are run against a dynamo and storage battery thus acting as a brake as well
as renewing the batteries.
SELECTED REFERENCES
Brown, William H., “History of the First Locomotive in America.” D. Appleton & Co., New York,
1871.
Burch, Edward P., “Electric Traction for Railway Trains,” Chap. I (Historical). McGraw-Hill Book
Co., New York, 1911.
Callender, Guy S., “The Economic History of the United States,” Chapter VIII, “Transportation,”
Ginn & Co., New York.
Census, U. S. Eleventh (1890) “Transportation on Land.”
Census Bureau, U. S. Special Report (1902) “Streets and Electric Railways.”
Werner Siemens, with a line 219 yards long.[117] This was the first practical
electric railway. But long before this time in America experiments had been
made with electric traction. Dever exhibited a model at Springfield,
Massachusetts, in 1835.[118] In 1879, the year of Siemens’ exhibition,
another model railway having a “third rail” to carry the current was
exhibited at Stockbridge, Massachusetts. Edison had a car in operation at
Menlo Park, New Jersey, in 1882, and the following year a small road
carried passengers at an exhibit in Chicago. Miniature roads were exhibited
at Philadelphia, Denver, Cleveland, New Orleans, and possibly elsewhere.
The first electric railway built and operated for profit in American streets
was at Richmond, Virginia, in 1885 on 21⁄2 miles of track. During the same
year 2 miles between Baltimore and Hampton were put in operation.[119] By
1890 the number of cities having trolley cars had increased to forty-nine.
[120] From that time on the change from horse-drawn cars was very rapid.
Trolley lines were even extended throughout the country districts. At one
time it looked as though they might replace steam cars for passenger traffic,
especially short-haul traffic. There was a complete network of interurban
trolley lines in the Eastern and Central Western states by 1910.[121] The
trolley is also being used upon hard-surfaced roads without tracks by buses
and trucks. Steam railroads running into New York City through the tubes
use electric locomotives to draw the trains, thus avoiding the smoke
nuisance and the danger therewith connected. The Milwaukee Railroad is
using electric locomotives on its mountain division in Montana and Idaho.
Electricity is generated by water power; also the trains going down grade
are run against a dynamo and storage battery thus acting as a brake as well
as renewing the batteries.
SELECTED REFERENCES
Brown, William H., “History of the First Locomotive in America.” D. Appleton & Co., New York,
1871.
Burch, Edward P., “Electric Traction for Railway Trains,” Chap. I (Historical). McGraw-Hill Book
Co., New York, 1911.
Callender, Guy S., “The Economic History of the United States,” Chapter VIII, “Transportation,”
Ginn & Co., New York.
Census, U. S. Eleventh (1890) “Transportation on Land.”
Census Bureau, U. S. Special Report (1902) “Streets and Electric Railways.”
Page 136
Davis, John P., “Union Pacific Railway.” S. C. Griggs & Co., Chicago.
Donaldson, Thomas, “History of the Public Domain,” Published by order of an act of Congress,
1884.
Dunbar, Seymour, “A History of Travel in America,” 4 volumes. Bobbs-Merrill Company,
Indianapolis.
Ericsson, John, “Life of” by William C. Church, Chap. IV. Charles Scribner’s Sons, New York.
Husband, Joseph, “The Story of the Pullman Car.” A. C. McClurg & Company, Chicago, 1917.
Johnson, Emory R., “Elements of Transportation,” 1909. D. Appleton & Company, New York.
Larrabee, Wm., “The Railroad Question,” Shulte Publishing Company, Chicago, 1893.
Le Rossignol, J. E., “Monopolies Past and Present.” T. Y. Crowell Company, New York.
Lewis, George H., “National Consolidation of Railroads.” Dodd, Mead & Co., New York.
Maps of Interurban Lines, Century Atlas. Century Company, New York.
Martin, E. W., “History of the Grange Movement, or The Farmer’s War against Monopoly.” A
subscription book published in 1874. National Publishing Company, Chicago.
Poore, Henry V., “History of Railroads and Canals of the United States,” Vol. I, p. 377. New York,
1860.
Sanborn, John B., “Congressional Grants of Land in Aid of Railways.” University of Wisconsin
Bulletin, Vol. II, No. 3, Econ. pol. Sci. and Hist. Series.
Selfridge, H. Gordon, “The Romance of Commerce.” John Lane, London.
Sparks, E. E., “National Development,” Vol. XXIII, The American Nation Series, Chapter III and IV.
Harper & Brothers, New York.
U. S. Statutes, 1862-1864, Pacific Railway Acts, Investigation of the Crédit Mobilier.
U. S. Statutes, 41st Congress, 1st Session, Chap. DCXLVII, Sherman Anti-Trust Law.
U. S. Statutes, Railroad Bills, 1850-1880 House Report 42d Cong., 3d Session, No. 77.
FOOTNOTES
[87] Quoted from “Niles’ Register” of 1812 by Dunbar.
[88] Stevens’ pamphlet published in 1812.
[89] Stephenson’s first locomotive was put out in 1814. His Rocket and Ericsson’s Novelty
had their famous contest resulting in favor of the Rocket in 1829.
[90] Brown’s “History of the First Locomotive,” letter from Cooper, 1869.
[91] The coning of wheels is an invention of Jonathan Knight, Engineer of the Baltimore &
Ohio Railroad Company.
[92] Dunbar, “A History of Travel in America,” 932.
[93] Dunbar, “A History of Travel in America,” 960.
[94] The Albany Argus, August 11, 1831.
[95] “History of the Railroads and Canals of the United States,” 1860, Vol. I, p. 377.
[96] Dunbar, “A History of Travel in America,” 998, 1383.
Donaldson, Thomas, “History of the Public Domain,” Published by order of an act of Congress,
1884.
Dunbar, Seymour, “A History of Travel in America,” 4 volumes. Bobbs-Merrill Company,
Indianapolis.
Ericsson, John, “Life of” by William C. Church, Chap. IV. Charles Scribner’s Sons, New York.
Husband, Joseph, “The Story of the Pullman Car.” A. C. McClurg & Company, Chicago, 1917.
Johnson, Emory R., “Elements of Transportation,” 1909. D. Appleton & Company, New York.
Larrabee, Wm., “The Railroad Question,” Shulte Publishing Company, Chicago, 1893.
Le Rossignol, J. E., “Monopolies Past and Present.” T. Y. Crowell Company, New York.
Lewis, George H., “National Consolidation of Railroads.” Dodd, Mead & Co., New York.
Maps of Interurban Lines, Century Atlas. Century Company, New York.
Martin, E. W., “History of the Grange Movement, or The Farmer’s War against Monopoly.” A
subscription book published in 1874. National Publishing Company, Chicago.
Poore, Henry V., “History of Railroads and Canals of the United States,” Vol. I, p. 377. New York,
1860.
Sanborn, John B., “Congressional Grants of Land in Aid of Railways.” University of Wisconsin
Bulletin, Vol. II, No. 3, Econ. pol. Sci. and Hist. Series.
Selfridge, H. Gordon, “The Romance of Commerce.” John Lane, London.
Sparks, E. E., “National Development,” Vol. XXIII, The American Nation Series, Chapter III and IV.
Harper & Brothers, New York.
U. S. Statutes, 1862-1864, Pacific Railway Acts, Investigation of the Crédit Mobilier.
U. S. Statutes, 41st Congress, 1st Session, Chap. DCXLVII, Sherman Anti-Trust Law.
U. S. Statutes, Railroad Bills, 1850-1880 House Report 42d Cong., 3d Session, No. 77.
FOOTNOTES
[87] Quoted from “Niles’ Register” of 1812 by Dunbar.
[88] Stevens’ pamphlet published in 1812.
[89] Stephenson’s first locomotive was put out in 1814. His Rocket and Ericsson’s Novelty
had their famous contest resulting in favor of the Rocket in 1829.
[90] Brown’s “History of the First Locomotive,” letter from Cooper, 1869.
[91] The coning of wheels is an invention of Jonathan Knight, Engineer of the Baltimore &
Ohio Railroad Company.
[92] Dunbar, “A History of Travel in America,” 932.
[93] Dunbar, “A History of Travel in America,” 960.
[94] The Albany Argus, August 11, 1831.
[95] “History of the Railroads and Canals of the United States,” 1860, Vol. I, p. 377.
[96] Dunbar, “A History of Travel in America,” 998, 1383.
Page 137
[97] Dunbar, “A History of Travel in America,” 1071.
[98] Potter’s American Monthly, July, 1879.
[99] T. C. Smith, American Nation, Vol. XVIII, p. 60.
[100] E. W. Martin, “History of the Grange Movement,” 1874, p. 35.
[101] Donaldson, “History of the Public Domain.” University of Wisconsin Bulletin:
“Congressional Grants of Land in Aid of Railways,” by J. B. Sanborn, Pol. Sci. and History Series,
Vol. II, No. 3.
[102] The “History of the Grange Movement,” a subscription book by Edward Winslow
Martin, published in 1874, but which can hardly be taken as wholly reliable, says: “The lands
granted by the Government to various railway corporations make up a total area of 198,165,794
acres, or about 300,000 square miles—an area larger than the State of Texas, which contains
237,504 square miles ... and the railway subsidies comprise nearly one-tenth of the entire Union.”
[103] Dunbar, “A History of Travel in America,” Chap. LVI, et seq. Donaldson, “History of
the Public Domain.”
[104] Senate Executive Document No. 78, 33d Congress, 2d Session.
[105] U. S. Statutes. Acts of 1862 and 1864.
[106] By subsequent provision the right of way was cut to two hundred feet, although the
company still holds four hundred feet through parts of Nebraska.
[107] Thomas Donaldson’s “History of the Public Domain.”
[108] “House Reports,” 42 Cong., 3d Session, No. 77.
[109] U. S. Statutes, 51 Cong., 1 Sess., Chap. DCXLVII.
[110] Digest U. S. Supreme Court Reports, Vol. IV, “Monopoly,” pp. 4043-4052, The
Lawyers Co-operative Publishing Company, Rochester, N. Y., 1908.
[111] Funk and Wagnalls’ Encyclopedia.
[112] Jointly with Gould Interests.
[113] Jointly with Rockefeller, Kuhn, Loeb, & Co., Vanderbilt and other interests.
[114] Jointly with Standard Oil interests.
[115] Jointly with Erie, Reading and Vanderbilt interests.
[116] “The Story of the Pullman Car,” by Joseph Husband. A. C. McClurg & Company,
Chicago, 1917. Cf. Literary Digest, February 10, 1923, p. 25.
[117] Funk and Wagnalls’ Encyclop.
[118] “Special Reports, Streets and Electric Railways,” U. S. Census Bureau (1902). This, of
course, was not a practical machine.
[119] “American Nation,” Vol. XXIII, 39.
[120] U. S. Eleventh Census (1890), “Transportation on Land.”
[121] See Maps in Century Dictionary.
[98] Potter’s American Monthly, July, 1879.
[99] T. C. Smith, American Nation, Vol. XVIII, p. 60.
[100] E. W. Martin, “History of the Grange Movement,” 1874, p. 35.
[101] Donaldson, “History of the Public Domain.” University of Wisconsin Bulletin:
“Congressional Grants of Land in Aid of Railways,” by J. B. Sanborn, Pol. Sci. and History Series,
Vol. II, No. 3.
[102] The “History of the Grange Movement,” a subscription book by Edward Winslow
Martin, published in 1874, but which can hardly be taken as wholly reliable, says: “The lands
granted by the Government to various railway corporations make up a total area of 198,165,794
acres, or about 300,000 square miles—an area larger than the State of Texas, which contains
237,504 square miles ... and the railway subsidies comprise nearly one-tenth of the entire Union.”
[103] Dunbar, “A History of Travel in America,” Chap. LVI, et seq. Donaldson, “History of
the Public Domain.”
[104] Senate Executive Document No. 78, 33d Congress, 2d Session.
[105] U. S. Statutes. Acts of 1862 and 1864.
[106] By subsequent provision the right of way was cut to two hundred feet, although the
company still holds four hundred feet through parts of Nebraska.
[107] Thomas Donaldson’s “History of the Public Domain.”
[108] “House Reports,” 42 Cong., 3d Session, No. 77.
[109] U. S. Statutes, 51 Cong., 1 Sess., Chap. DCXLVII.
[110] Digest U. S. Supreme Court Reports, Vol. IV, “Monopoly,” pp. 4043-4052, The
Lawyers Co-operative Publishing Company, Rochester, N. Y., 1908.
[111] Funk and Wagnalls’ Encyclopedia.
[112] Jointly with Gould Interests.
[113] Jointly with Rockefeller, Kuhn, Loeb, & Co., Vanderbilt and other interests.
[114] Jointly with Standard Oil interests.
[115] Jointly with Erie, Reading and Vanderbilt interests.
[116] “The Story of the Pullman Car,” by Joseph Husband. A. C. McClurg & Company,
Chicago, 1917. Cf. Literary Digest, February 10, 1923, p. 25.
[117] Funk and Wagnalls’ Encyclop.
[118] “Special Reports, Streets and Electric Railways,” U. S. Census Bureau (1902). This, of
course, was not a practical machine.
[119] “American Nation,” Vol. XXIII, 39.
[120] U. S. Eleventh Census (1890), “Transportation on Land.”
[121] See Maps in Century Dictionary.
Page 138
CHAPTER V
THE MODERN WAGON ROAD
Gone are the long picturesque lines of emigrant and freight wagons, with
their conestogas, their stage coaches, their oxen, their mules and horses;
gone are the hospitable inns with their gay and social crowds of happy
travelers; gone are the nightly wagon-formed corrals into which the
freighter was wont to drive his animals to prevent their stampeding by the
wily red-skin; gone are the complacent but slow-going canal barges so
plentiful and popular that at the cry of “low bridge,” everybody ducked by
reflex action; gone are the floating palaces on the vacillating and
changeable waters of the interior river systems; these yesteryear implements
of transportation have been all but superseded by more powerful or more
speedy instruments. The canals are very frequently but weed-grown scum-
covered channels through the soil, while many of the wagon roads are
similarly weed-grown or dust-covered lanes on top of the soil. Perhaps a
rejuvenation will come. Already the public road shows signs of a more
vigorous growth than the world has ever witnessed even in the heyday of
road building under the Roman Caesars.
THE MODERN WAGON ROAD
Gone are the long picturesque lines of emigrant and freight wagons, with
their conestogas, their stage coaches, their oxen, their mules and horses;
gone are the hospitable inns with their gay and social crowds of happy
travelers; gone are the nightly wagon-formed corrals into which the
freighter was wont to drive his animals to prevent their stampeding by the
wily red-skin; gone are the complacent but slow-going canal barges so
plentiful and popular that at the cry of “low bridge,” everybody ducked by
reflex action; gone are the floating palaces on the vacillating and
changeable waters of the interior river systems; these yesteryear implements
of transportation have been all but superseded by more powerful or more
speedy instruments. The canals are very frequently but weed-grown scum-
covered channels through the soil, while many of the wagon roads are
similarly weed-grown or dust-covered lanes on top of the soil. Perhaps a
rejuvenation will come. Already the public road shows signs of a more
vigorous growth than the world has ever witnessed even in the heyday of
road building under the Roman Caesars.
Page 139
© Underwood and Underwood
TRANSPORTATION ACROSS DEATH VALLEY
A Picturesque Method of Earlier Days.
Public highways began their desuetude (partial at least) about 1830, at
the advent of the steam railway. To be sure, arrangements were made for the
laying out and care of roads. There were, also, usually poll and property
taxes levied for road and bridge purposes. But generally the old English
custom of allowing such taxes to be worked out prevailed. In Iowa, for
instance,[122] the county court was given “general supervision over the
highways” which must be 66 feet wide unless otherwise specially directed.
The manner of establishing roads is set forth and the county judge may if he
wishes call in a competent surveyor and “cause the line of the road to be
accurately surveyed and plainly marked out.” “Where crops have been
sowed or planted before the road is finally established the opening thereof
shall be delayed until the crop is harvested.” The county supervisor must
appoint a deputy in each township, but the deputy “must regard himself as
an actual laboring hand” and his compensation “shall not exceed one dollar
TRANSPORTATION ACROSS DEATH VALLEY
A Picturesque Method of Earlier Days.
Public highways began their desuetude (partial at least) about 1830, at
the advent of the steam railway. To be sure, arrangements were made for the
laying out and care of roads. There were, also, usually poll and property
taxes levied for road and bridge purposes. But generally the old English
custom of allowing such taxes to be worked out prevailed. In Iowa, for
instance,[122] the county court was given “general supervision over the
highways” which must be 66 feet wide unless otherwise specially directed.
The manner of establishing roads is set forth and the county judge may if he
wishes call in a competent surveyor and “cause the line of the road to be
accurately surveyed and plainly marked out.” “Where crops have been
sowed or planted before the road is finally established the opening thereof
shall be delayed until the crop is harvested.” The county supervisor must
appoint a deputy in each township, but the deputy “must regard himself as
an actual laboring hand” and his compensation “shall not exceed one dollar
Page 140
and fifty cents for each day actually employed.” It is the duty of the
supervisor “to place and preserve the roads in as good a condition as the
funds at his disposal will permit, and to place guide boards at such points as
he may think expedient or as the court may direct.” In the Eastern states and
in the hilly districts the method of locating each individual road to follow a
trail or stream or ridge usually prevailed, but in many of the prairie states
roads were located by law on each section line and in some states on each
half-section line as well. This made every man’s farm adjacent to a road,
although it was certainly a waste of land. In nearly all the prairie states the
legal right of way is now 66 feet,[123] in other states it is made 491⁄2 and 33
feet. Massachusetts state-aid roads have a minimum of 50 feet. Texas
divided her roads into three classes with widths of 60, 30 and 20 feet. New
Jersey has some state roads 33 feet wide. On the whole 66 feet seems to be
favored. This, if roads are made on every half-section mile, appropriates
almost 5 per cent of the land, a quantity that by proper selection and
location might be materially reduced. The section line method is liked by
farmers because it leaves the fields rectangular, a convenient form for
efficiency in cultivation.
The Influence of the Bicycle on Roads. —Road construction remained
in a lackadaisical state with here and there a spurt, with now and then an
intelligent supervisor who appreciated the need of better wagon roads, until
the coming of the bicycle. That machine may be considered a descendant of
the old celeripede, which consisted of two wheels connected by a horizontal
bar on which the rider sat and propelled himself by pushing with his feet
alternately on the ground, through the velocipede, which had the front
wheel pivoted to the framework for easy steering. The attachment of pedals
is credited to a Scotchman, Kirkpatrick Macmillan, about 1840, who
applied them to the rear wheel. In 1886 Lallement in the United States and
Michaux in France, placed the pedals on the front wheels. The front wheel
was gradually increased in diameter until in the ’eighties it sometimes
measured as much as 60 inches. The rear wheel decreased as the front
increased. The stability of the wheel was not very great; headers were
common, and mounting was difficult. To overcome these defects of the
“ordinary” there was developed, 1885, the “safety,” approximately the
present bicycle, in which the pedals are carried on a separate shaft and the
power transmitted by chain and sprocket to the rear wheel. With the
invention of the Dunlop[124] pneumatic tire, and consequent overcoming of
supervisor “to place and preserve the roads in as good a condition as the
funds at his disposal will permit, and to place guide boards at such points as
he may think expedient or as the court may direct.” In the Eastern states and
in the hilly districts the method of locating each individual road to follow a
trail or stream or ridge usually prevailed, but in many of the prairie states
roads were located by law on each section line and in some states on each
half-section line as well. This made every man’s farm adjacent to a road,
although it was certainly a waste of land. In nearly all the prairie states the
legal right of way is now 66 feet,[123] in other states it is made 491⁄2 and 33
feet. Massachusetts state-aid roads have a minimum of 50 feet. Texas
divided her roads into three classes with widths of 60, 30 and 20 feet. New
Jersey has some state roads 33 feet wide. On the whole 66 feet seems to be
favored. This, if roads are made on every half-section mile, appropriates
almost 5 per cent of the land, a quantity that by proper selection and
location might be materially reduced. The section line method is liked by
farmers because it leaves the fields rectangular, a convenient form for
efficiency in cultivation.
The Influence of the Bicycle on Roads. —Road construction remained
in a lackadaisical state with here and there a spurt, with now and then an
intelligent supervisor who appreciated the need of better wagon roads, until
the coming of the bicycle. That machine may be considered a descendant of
the old celeripede, which consisted of two wheels connected by a horizontal
bar on which the rider sat and propelled himself by pushing with his feet
alternately on the ground, through the velocipede, which had the front
wheel pivoted to the framework for easy steering. The attachment of pedals
is credited to a Scotchman, Kirkpatrick Macmillan, about 1840, who
applied them to the rear wheel. In 1886 Lallement in the United States and
Michaux in France, placed the pedals on the front wheels. The front wheel
was gradually increased in diameter until in the ’eighties it sometimes
measured as much as 60 inches. The rear wheel decreased as the front
increased. The stability of the wheel was not very great; headers were
common, and mounting was difficult. To overcome these defects of the
“ordinary” there was developed, 1885, the “safety,” approximately the
present bicycle, in which the pedals are carried on a separate shaft and the
power transmitted by chain and sprocket to the rear wheel. With the
invention of the Dunlop[124] pneumatic tire, and consequent overcoming of
Page 141
much of the jolting so objectionable in more solid tires, the adoption of the
bicycle as a means of pleasure and business locomotion was extremely
rapid. The cycling boom reached its height about 1896 or 1897, by which
time a great many large manufactories of bicycles had been established over
the country. A frenzy seized upon the people and men and women of all
stations were riding wheels; ardent cyclists were found in every city,
village, and hamlet.
As a result of the cycling craze there were organized numerous “wheel
clubs” and finally a national one known as the League of American
Wheelmen, organized about 1887. Its object partly social and partly to
popularize the new sport of cycling, became a few years later almost wholly
a form of propaganda for “better roads.” Newspaper space was freely
utilized; many papers making special and regular features of “good roads”;
pamphlets were published and distributed broadly, and a magazine was
established.[125]
At first the wheelmen were met by the cry of selfishness, with the
argument that the city folk wanted the farmers to build good roads for their
pleasure; but men of foresight, men of affairs, saw the benefits accruing to
all kinds of business and added their influence. Mr. Potter, a lawyer of New
York City, who had graduated in civil engineering at Cornell University
before turning to the law, became interested in the good roads movement,
studied and made himself one of the best posted men on roads in the United
States. When the League of American Wheelmen decided to start a
magazine he was selected for its editor and manager. Under his direction the
subscription list of Good Roads soon reached more than 30,000.[126] “The
articles strive to show the value of roads in a commercial sense and by a
comparison with other countries demonstrate how far behind America is in
this respect.” Pictures of good and bad roads were used freely, thus holding
the attention where reading matter alone would have failed. European
roads, the French especially, were described and played up through
newspapers generally. Scarcely a journal that did not run leaders and other
articles on the benefits of good roads and methods of building and
maintaining the same. Our ordinary roads were decried on every hand. A
lady voices her opinion thus:[127]
I came to this country with the best prejudices, having enjoyed the privilege of meeting with some
of its noblest representatives in my fatherland. I admired much the individual independence, the high
standing of women, the gentle sway of the church, the liberal education of the children, and the
bicycle as a means of pleasure and business locomotion was extremely
rapid. The cycling boom reached its height about 1896 or 1897, by which
time a great many large manufactories of bicycles had been established over
the country. A frenzy seized upon the people and men and women of all
stations were riding wheels; ardent cyclists were found in every city,
village, and hamlet.
As a result of the cycling craze there were organized numerous “wheel
clubs” and finally a national one known as the League of American
Wheelmen, organized about 1887. Its object partly social and partly to
popularize the new sport of cycling, became a few years later almost wholly
a form of propaganda for “better roads.” Newspaper space was freely
utilized; many papers making special and regular features of “good roads”;
pamphlets were published and distributed broadly, and a magazine was
established.[125]
At first the wheelmen were met by the cry of selfishness, with the
argument that the city folk wanted the farmers to build good roads for their
pleasure; but men of foresight, men of affairs, saw the benefits accruing to
all kinds of business and added their influence. Mr. Potter, a lawyer of New
York City, who had graduated in civil engineering at Cornell University
before turning to the law, became interested in the good roads movement,
studied and made himself one of the best posted men on roads in the United
States. When the League of American Wheelmen decided to start a
magazine he was selected for its editor and manager. Under his direction the
subscription list of Good Roads soon reached more than 30,000.[126] “The
articles strive to show the value of roads in a commercial sense and by a
comparison with other countries demonstrate how far behind America is in
this respect.” Pictures of good and bad roads were used freely, thus holding
the attention where reading matter alone would have failed. European
roads, the French especially, were described and played up through
newspapers generally. Scarcely a journal that did not run leaders and other
articles on the benefits of good roads and methods of building and
maintaining the same. Our ordinary roads were decried on every hand. A
lady voices her opinion thus:[127]
I came to this country with the best prejudices, having enjoyed the privilege of meeting with some
of its noblest representatives in my fatherland. I admired much the individual independence, the high
standing of women, the gentle sway of the church, the liberal education of the children, and the
Page 142
unsurpassed charity that extends even to distant countries. I must confess that I was struck with the
bad roads everywhere, in cities as well as in the country, and at the same time, amused at the
compensation one gets when one meets with an accident. Why not spend the money in the
improvements of the roads—make these roads perfect, and then let everybody look out for himself.
In summer the worst road is good; but in winter schools have to be closed, the children are stopped
in their regular pursuits, learning becomes desultory, and the strong feeling of duty that has to be
developed from the very beginning of life by strict good habits gets slackened and slighted; and so
also the attendance of the churches—for many people the only comfort in the struggle for existence
—becomes an impossibility. And especially the painstaking farmer must find it hard to drive his team
through the muddy, clayey road, in bringing the fruits of his labor to the market. I hear him, with
many a suppressed oath on everything under the sun, dragging his cartload through the mud and
standing pools, and in snowstorms he is sometimes totally lost. All communication stops.
And so on for a column or more. She inserts by way of anecdote which
shows that two of the greatest Germans who ever lived did not think the
lowly road too insignificant to discuss:
When Heinrich Heine for the first time met with the royal poet, Goethe, he was so impressed with
the majesty of his personality that he could speak of nothing less than the plum trees on the chaussée,
between Jena and Weimar.
Also Bill Nye, the humorist, takes a rap at the roads in this manner.[128]
Our wagon roads throughout the country are generally a disgrace to civilization and before we
undertake to supply Jaeger underwear and sealskin covered bibles with flexible backs to the African
it might be well to put a few dollars into the relief of galled and broken down horses that have lost
their breath on our miserable highways.
The country system, as I recall it, was in my boyhood about as poor and inefficient as it could well
be. Each township was divided up into road districts, and each road district was presided over by an
overseer of highways, whose duty it is to collect so many days’ work or so many dollars from each
taxpayer in the district. Of course no taxpayer would pay a dollar when he could come and make mud
pies on the road all day and visit and gossip with the neighbors and save his dollar too.
The result seemed to be that the work was misdirected and generally an injury to the road. With all
our respect to the farmer, I will state right here that he does not know how to make roads. An all wise
Providence never intended that he should know. The professional roadbuilder, with the money used
by the ignorant sapheads and self-made road architects, would in a few years make roads in the
United States over which two or three times the present sized load could be easily drawn, and the
dumb beasts of the Republic would rise up and call us blessed for doing it.
This bit of doggerel appeared in Good Roads about the same time:
They May Be Sinking Yet
Old farmer John drove off to town
All on a rainy day.
The glistening highway up and down,
With mire shone all the way.
The gentle weeping raindrops fell
And had fallen all the night;
bad roads everywhere, in cities as well as in the country, and at the same time, amused at the
compensation one gets when one meets with an accident. Why not spend the money in the
improvements of the roads—make these roads perfect, and then let everybody look out for himself.
In summer the worst road is good; but in winter schools have to be closed, the children are stopped
in their regular pursuits, learning becomes desultory, and the strong feeling of duty that has to be
developed from the very beginning of life by strict good habits gets slackened and slighted; and so
also the attendance of the churches—for many people the only comfort in the struggle for existence
—becomes an impossibility. And especially the painstaking farmer must find it hard to drive his team
through the muddy, clayey road, in bringing the fruits of his labor to the market. I hear him, with
many a suppressed oath on everything under the sun, dragging his cartload through the mud and
standing pools, and in snowstorms he is sometimes totally lost. All communication stops.
And so on for a column or more. She inserts by way of anecdote which
shows that two of the greatest Germans who ever lived did not think the
lowly road too insignificant to discuss:
When Heinrich Heine for the first time met with the royal poet, Goethe, he was so impressed with
the majesty of his personality that he could speak of nothing less than the plum trees on the chaussée,
between Jena and Weimar.
Also Bill Nye, the humorist, takes a rap at the roads in this manner.[128]
Our wagon roads throughout the country are generally a disgrace to civilization and before we
undertake to supply Jaeger underwear and sealskin covered bibles with flexible backs to the African
it might be well to put a few dollars into the relief of galled and broken down horses that have lost
their breath on our miserable highways.
The country system, as I recall it, was in my boyhood about as poor and inefficient as it could well
be. Each township was divided up into road districts, and each road district was presided over by an
overseer of highways, whose duty it is to collect so many days’ work or so many dollars from each
taxpayer in the district. Of course no taxpayer would pay a dollar when he could come and make mud
pies on the road all day and visit and gossip with the neighbors and save his dollar too.
The result seemed to be that the work was misdirected and generally an injury to the road. With all
our respect to the farmer, I will state right here that he does not know how to make roads. An all wise
Providence never intended that he should know. The professional roadbuilder, with the money used
by the ignorant sapheads and self-made road architects, would in a few years make roads in the
United States over which two or three times the present sized load could be easily drawn, and the
dumb beasts of the Republic would rise up and call us blessed for doing it.
This bit of doggerel appeared in Good Roads about the same time:
They May Be Sinking Yet
Old farmer John drove off to town
All on a rainy day.
The glistening highway up and down,
With mire shone all the way.
The gentle weeping raindrops fell
And had fallen all the night;
Page 143
The bottom of that highway—well;
’Twas literally out of sight.
But John had hitched his sturdy steeds.
His sturdy steeds and true
That often ’mid such urgent needs.
Had boldly struggled through.
And John had sworn a big round oath
With deep and bated breath,
He’d rather brave the deep, forsooth,
Thrice o’er than starve to death.
For visions of the flour bin,
’Twas empty he could see,
And for a week no sugar in
His coffee cup had he.
And so amid the sea of mire.
Those steeds right valiant reel,
While turbid waves creep higher, higher,
Upon the wagon wheel.
Oh! help ye powers that rule the wave,
Wherever ye may be;
Reach down and this poor mortal save
From out the turbid sea.
They sink, now just the horses’ ears
Still struggling through the flood;
Now nothing but John’s hat appears
Above that sea of mud.
The rich black loam of Illinois
Above that outfit met;
And since our roads are bottomless,
They may be sinking yet.
Thus was the propaganda for better roads spread during the last decade of
the nineteenth century. And this is not all the country owes to the
enthusiastic wheelman of that period. Their efforts had resulted in a stirring
of the whole populace. True, some were opposed to spending money for
highfalutin highways, but many of the best thinkers of the country caught
the true spirit of the wave and did all they could to continue the good work.
In many states organizations were formed and good roads meetings called.
In Des Moines, August 16, 1892,[129] more than 300 delegates representing
boards of trade, boards of supervisors, county road conventions, 88 counties
and 130 cities met in an enthusiastic convention of two days’ duration with
’Twas literally out of sight.
But John had hitched his sturdy steeds.
His sturdy steeds and true
That often ’mid such urgent needs.
Had boldly struggled through.
And John had sworn a big round oath
With deep and bated breath,
He’d rather brave the deep, forsooth,
Thrice o’er than starve to death.
For visions of the flour bin,
’Twas empty he could see,
And for a week no sugar in
His coffee cup had he.
And so amid the sea of mire.
Those steeds right valiant reel,
While turbid waves creep higher, higher,
Upon the wagon wheel.
Oh! help ye powers that rule the wave,
Wherever ye may be;
Reach down and this poor mortal save
From out the turbid sea.
They sink, now just the horses’ ears
Still struggling through the flood;
Now nothing but John’s hat appears
Above that sea of mud.
The rich black loam of Illinois
Above that outfit met;
And since our roads are bottomless,
They may be sinking yet.
Thus was the propaganda for better roads spread during the last decade of
the nineteenth century. And this is not all the country owes to the
enthusiastic wheelman of that period. Their efforts had resulted in a stirring
of the whole populace. True, some were opposed to spending money for
highfalutin highways, but many of the best thinkers of the country caught
the true spirit of the wave and did all they could to continue the good work.
In many states organizations were formed and good roads meetings called.
In Des Moines, August 16, 1892,[129] more than 300 delegates representing
boards of trade, boards of supervisors, county road conventions, 88 counties
and 130 cities met in an enthusiastic convention of two days’ duration with
Page 144
Judge E. H. Thayer of Clinton as presiding officer. On the programme were
such men as Horace Boies, Governor of the state, Judge Peter A. Day,
Railway Commissioner, and Charles A. Schaeffer, President of the State
University. The resolutions adopted among other things recommend that,
until further legislation can be had, the following steps by county
associations be taken: “(1) To set on foot a movement in every township in
the respective counties looking to the consolidation of road districts...; (2)
to impress on boards of supervisors the duty of levying the county fund
tax...; (3) where it is apparent that the public interests will be best subserved
by a larger immediate expenditure ... to urge ... the propriety of submitting
to the people the voting of a higher levy or the issuance of bonds ... to
agitate in cities and towns the question of the propriety of expending money
beyond their limits in improving highways leading thereto....”
© Underwood and Underwood
GOOD ROADS DAY IN JACKSON CO., MO.
such men as Horace Boies, Governor of the state, Judge Peter A. Day,
Railway Commissioner, and Charles A. Schaeffer, President of the State
University. The resolutions adopted among other things recommend that,
until further legislation can be had, the following steps by county
associations be taken: “(1) To set on foot a movement in every township in
the respective counties looking to the consolidation of road districts...; (2)
to impress on boards of supervisors the duty of levying the county fund
tax...; (3) where it is apparent that the public interests will be best subserved
by a larger immediate expenditure ... to urge ... the propriety of submitting
to the people the voting of a higher levy or the issuance of bonds ... to
agitate in cities and towns the question of the propriety of expending money
beyond their limits in improving highways leading thereto....”
© Underwood and Underwood
GOOD ROADS DAY IN JACKSON CO., MO.
Page 145
While this convention was in session a similar one was meeting in
Missouri; in fact practically all the states in the Union were getting “in the
band wagon.”
The League stopped not here, but were interesting the political men of
the country in the issue. They visited the president of the United States,
Benjamin Harrison, at Washington in July,[130] at which time he turned to
Colonel Charles L. Burdet, head of the League, and said: “One thing; if
wheelmen secure us good roads for which they are so zealously working,
your body deserves a medal in recognition of its philanthropy.”
The great World’s Fair was coming off at Chicago in 1893, and “good
roads boosters” were extremely anxious that a suitable exhibition be made
there. General Roy Stone framed a bill which was favorably reported by the
Senate Committee July 23, 1892. It was a bill to create a National Highway
Commission and prescribe its duties, “composed of two Senators and five
members of the House of Representatives, and five citizens appointed by
the president” for the purpose of a general inquiry into the condition of
highways in the United States and means for their improvement, and
especially the best method of securing a proper exhibit at the World’s
Columbian Exhibition of approved appliances for road making, and of
providing for public instruction in the art during the exhibition.[131]
Colonel Albert A. Pope, of Boston, a zealous road worker, secured the
opinions of hundreds of prominent men, which he presented to the members
of congress. Only a few extracts can be made here.[132]
A want of understanding and system has resulted in a nearly useless expenditure of enough labor
and money to have furnished the settled portions of our country with good substantial roads.
—President Benjamin Harrison.
Looking at it from a postal standpoint enlarged free delivery or anything like universal free
delivery will have to be postponed until there are better facilities of communication through the rural
and sparsely settled districts. The experiments that we have made in the smaller towns and villages
have proved the practicability of greater extended free delivery, but without good roads it must
necessarily be limited to the small towns. —John Wanamaker, Postmaster General.
There is no doubt that the diffusion of knowledge in regard to the good construction of roads will
be of immense benefit to all the people. —John A. Noble, Secretary of the Interior.
I think the people of the United States are taking more interest in the improvement of good roads
than in any other non-political matter. —O. H. Platt, Senator from Connecticut.
I have often thought that the people, speaking of them generally, have never yet understood the
value of good roads. They are not only matters of convenience, but they are really matters of great
economy in every community. The farmer with one team of two horses is able to move on a good
Missouri; in fact practically all the states in the Union were getting “in the
band wagon.”
The League stopped not here, but were interesting the political men of
the country in the issue. They visited the president of the United States,
Benjamin Harrison, at Washington in July,[130] at which time he turned to
Colonel Charles L. Burdet, head of the League, and said: “One thing; if
wheelmen secure us good roads for which they are so zealously working,
your body deserves a medal in recognition of its philanthropy.”
The great World’s Fair was coming off at Chicago in 1893, and “good
roads boosters” were extremely anxious that a suitable exhibition be made
there. General Roy Stone framed a bill which was favorably reported by the
Senate Committee July 23, 1892. It was a bill to create a National Highway
Commission and prescribe its duties, “composed of two Senators and five
members of the House of Representatives, and five citizens appointed by
the president” for the purpose of a general inquiry into the condition of
highways in the United States and means for their improvement, and
especially the best method of securing a proper exhibit at the World’s
Columbian Exhibition of approved appliances for road making, and of
providing for public instruction in the art during the exhibition.[131]
Colonel Albert A. Pope, of Boston, a zealous road worker, secured the
opinions of hundreds of prominent men, which he presented to the members
of congress. Only a few extracts can be made here.[132]
A want of understanding and system has resulted in a nearly useless expenditure of enough labor
and money to have furnished the settled portions of our country with good substantial roads.
—President Benjamin Harrison.
Looking at it from a postal standpoint enlarged free delivery or anything like universal free
delivery will have to be postponed until there are better facilities of communication through the rural
and sparsely settled districts. The experiments that we have made in the smaller towns and villages
have proved the practicability of greater extended free delivery, but without good roads it must
necessarily be limited to the small towns. —John Wanamaker, Postmaster General.
There is no doubt that the diffusion of knowledge in regard to the good construction of roads will
be of immense benefit to all the people. —John A. Noble, Secretary of the Interior.
I think the people of the United States are taking more interest in the improvement of good roads
than in any other non-political matter. —O. H. Platt, Senator from Connecticut.
I have often thought that the people, speaking of them generally, have never yet understood the
value of good roads. They are not only matters of convenience, but they are really matters of great
economy in every community. The farmer with one team of two horses is able to move on a good
Page 146
road more than he could move with four horses and a wagon of much greater strength on a poor road.
This I have tested personally many times. Farmers are constantly in need of the use of highways to
transport their property and to move themselves from place to place. The average farmer is five miles
distant from the nearest railway station and his surplus produce must be moved that distance year
after year. If he were to compute the saving that he and his neighbors would have by reason of first-
class roadways, they would discover that it would amount to more than the expense of putting the
roads in good condition and keeping them so. Our road system is miserably deficient.
—William A. Peffer, Senator from Kansas (Populist).
Aside from the benefits that good roads bring to the people in times of peace I do not know of a
great city in this country that is provided with such highways as would admit of the expeditions
marching of a great army in times of war. Washington City is a fair example in this regard. The
highways leading to this city through Maryland and Virginia are both narrow and crooked. There is
not a single public outlet or inlet that can be called a great national highway.
—H. C. Hansbrough, Senator from North Dakota.
In the old Roman days all roads led to Rome, and they were good roads. They built roads for
military and commercial purposes, and the wisdom of their enterprise was apparent even in that early
day. European nations to-day regard road-making as one of their economic questions, and it does
seem that our Government in its honest endeavor to benefit the agricultural classes, should have
thought of good roads long ago. We want and must have splendid highways, owned not by
corporations but by the people. They will be an economical investment, and an untold comfort to the
traveler. —James H. Kyle, Senator from South Dakota.
The country could spend no money so economically and enlist no genius so usefully as in making
better roads for communications between one neighborhood and another.
—John W. Daniel, Senator from Virginia.
I esteem good roads throughout the country to be as necessary as railroads.
—Francis E. Warren, Senator from Wyoming.
The prosperity of our country depends so largely on the prosperity of our farmers that everything
possible should be done to render life in the rural districts agreeable as well as profitable and nothing
could conduce more to the comfort and happiness of our people than the improvement of the roads.
—Joseph Wheeler, Representative from Alabama.
That good roads in good condition are always of great value in a military point of view is plain
enough; for any section of active operations the prompt transportation of material and the moving of
an army would demand it. —Major General Oliver O. Howard, United States Army.
The importance of good roads has been brought to my attention most forcibly on many occasions
when my wagon trains have been forced to move at a snail’s pace over almost impassable roads, and
when every hour’s delay might mean untold disaster. The expenditure of animal force on such
occasions was fearful. In times of peace good roads are no less important; the general condition of
country roads is a very good index of the civilization and prosperity of the community. It is not
difficult to show by mathematical deduction that money expended in constructing good roads is
economy from a financial standpoint, while from a social standpoint the benefits are incalculable.
We have splendid railroads traversing the whole country in every direction and we have in most
cities very creditable means of rapid transit, but the country roads in most parts of the United States
are really deplorable. This condition of affairs is something like putting a boy at work on Latin and
Greek before he has mastered the alphabet of his own language.
—Brig. Gen. D. K. Stanley, United States Army.
This I have tested personally many times. Farmers are constantly in need of the use of highways to
transport their property and to move themselves from place to place. The average farmer is five miles
distant from the nearest railway station and his surplus produce must be moved that distance year
after year. If he were to compute the saving that he and his neighbors would have by reason of first-
class roadways, they would discover that it would amount to more than the expense of putting the
roads in good condition and keeping them so. Our road system is miserably deficient.
—William A. Peffer, Senator from Kansas (Populist).
Aside from the benefits that good roads bring to the people in times of peace I do not know of a
great city in this country that is provided with such highways as would admit of the expeditions
marching of a great army in times of war. Washington City is a fair example in this regard. The
highways leading to this city through Maryland and Virginia are both narrow and crooked. There is
not a single public outlet or inlet that can be called a great national highway.
—H. C. Hansbrough, Senator from North Dakota.
In the old Roman days all roads led to Rome, and they were good roads. They built roads for
military and commercial purposes, and the wisdom of their enterprise was apparent even in that early
day. European nations to-day regard road-making as one of their economic questions, and it does
seem that our Government in its honest endeavor to benefit the agricultural classes, should have
thought of good roads long ago. We want and must have splendid highways, owned not by
corporations but by the people. They will be an economical investment, and an untold comfort to the
traveler. —James H. Kyle, Senator from South Dakota.
The country could spend no money so economically and enlist no genius so usefully as in making
better roads for communications between one neighborhood and another.
—John W. Daniel, Senator from Virginia.
I esteem good roads throughout the country to be as necessary as railroads.
—Francis E. Warren, Senator from Wyoming.
The prosperity of our country depends so largely on the prosperity of our farmers that everything
possible should be done to render life in the rural districts agreeable as well as profitable and nothing
could conduce more to the comfort and happiness of our people than the improvement of the roads.
—Joseph Wheeler, Representative from Alabama.
That good roads in good condition are always of great value in a military point of view is plain
enough; for any section of active operations the prompt transportation of material and the moving of
an army would demand it. —Major General Oliver O. Howard, United States Army.
The importance of good roads has been brought to my attention most forcibly on many occasions
when my wagon trains have been forced to move at a snail’s pace over almost impassable roads, and
when every hour’s delay might mean untold disaster. The expenditure of animal force on such
occasions was fearful. In times of peace good roads are no less important; the general condition of
country roads is a very good index of the civilization and prosperity of the community. It is not
difficult to show by mathematical deduction that money expended in constructing good roads is
economy from a financial standpoint, while from a social standpoint the benefits are incalculable.
We have splendid railroads traversing the whole country in every direction and we have in most
cities very creditable means of rapid transit, but the country roads in most parts of the United States
are really deplorable. This condition of affairs is something like putting a boy at work on Latin and
Greek before he has mastered the alphabet of his own language.
—Brig. Gen. D. K. Stanley, United States Army.
Page 147
The above are only a small portion of the letters from which they were
extracted, but they serve to show that the League of American Wheelmen
and such men as Colonel Pope were very active in spreading the gospel of
good roads. The arguments in these and hundreds of other letters, from men
of all classes and professions, of all political parties from all parts of the
nation, cover a very wide range and the effect has been lasting.
About this time, also, Senator Charles F. Manderson, of Nebraska,
introduced a concurrent resolution in the Senate to print a lot of consular
reports relating to streets and highways in foreign countries and distribute
them in bulletin form. The edition consisted of 30,000 and served to show
how the United States was lagging behind other countries in the matter of
road building.[133]
Office of Public Roads Inquiry. —A very few lines of the Congressional
Record serves to introduce the beginning of a great instrumentality for good
roads in America. On January 26, 1893, Representative Deborow
introduced a resolution in the House of Representatives, “instructing the
committee on agriculture to incorporate in the agricultural appropriation the
sum of $15,000 to be expended for the purpose of making investigations for
a better system of roads.”[134] On the same day Representative Lewis
presented a similar resolution “instructing the committee on agriculture to
incorporate in the bill making appropriations for the Agricultural
Department a clause authorizing the Secretary to make inquiry regarding
public roads.”[135] Both resolutions were referred to the committee on
agriculture. As a final result a statute carrying an appropriation of $10,000
was approved March 3, 1893. Under this statute the Office of Public Roads
Inquiries was instituted, October 3, 1893, with “General Roy Stone, of New
York, recognized as a superior civil engineer, and thoroughly identified with
the popular movement toward the improvement of the highways in the
several states, in charge.”[136]
The Letter of Instructions of the Secretary of Agriculture to General
Stone upon his appointment summarizes the statute and defines the object
and scope of the inquiry to be made. The last paragraph of the instructions
shows that the old theory of “state sovereignty,” still had a place in the mind
of the Secretary, and it was not for several years that this office did more
than the mere collection of information relative to roads. The letter follows:
[137]
extracted, but they serve to show that the League of American Wheelmen
and such men as Colonel Pope were very active in spreading the gospel of
good roads. The arguments in these and hundreds of other letters, from men
of all classes and professions, of all political parties from all parts of the
nation, cover a very wide range and the effect has been lasting.
About this time, also, Senator Charles F. Manderson, of Nebraska,
introduced a concurrent resolution in the Senate to print a lot of consular
reports relating to streets and highways in foreign countries and distribute
them in bulletin form. The edition consisted of 30,000 and served to show
how the United States was lagging behind other countries in the matter of
road building.[133]
Office of Public Roads Inquiry. —A very few lines of the Congressional
Record serves to introduce the beginning of a great instrumentality for good
roads in America. On January 26, 1893, Representative Deborow
introduced a resolution in the House of Representatives, “instructing the
committee on agriculture to incorporate in the agricultural appropriation the
sum of $15,000 to be expended for the purpose of making investigations for
a better system of roads.”[134] On the same day Representative Lewis
presented a similar resolution “instructing the committee on agriculture to
incorporate in the bill making appropriations for the Agricultural
Department a clause authorizing the Secretary to make inquiry regarding
public roads.”[135] Both resolutions were referred to the committee on
agriculture. As a final result a statute carrying an appropriation of $10,000
was approved March 3, 1893. Under this statute the Office of Public Roads
Inquiries was instituted, October 3, 1893, with “General Roy Stone, of New
York, recognized as a superior civil engineer, and thoroughly identified with
the popular movement toward the improvement of the highways in the
several states, in charge.”[136]
The Letter of Instructions of the Secretary of Agriculture to General
Stone upon his appointment summarizes the statute and defines the object
and scope of the inquiry to be made. The last paragraph of the instructions
shows that the old theory of “state sovereignty,” still had a place in the mind
of the Secretary, and it was not for several years that this office did more
than the mere collection of information relative to roads. The letter follows:
[137]
Page 148
U. S. Department of Agriculture,
Office of the Secretary,
Washington, D. C., October 3, 1893.
Sir: You have been this day appointed to supervise and carry out the investigations pursuant to the
statute approved March 3, 1893, which has four branches:
(1) To make inquiries in regard to the systems of road management throughout the United States.
(2) To make investigations in regard to the best method of road-making.
(3) To prepare didactic publications on this subject, suitable for distribution.
(4) To assist the agricultural colleges and experiment stations in disseminating information on this
subject.
It will not be profitable to enter upon all of these points at first. The work under the appropriation
will need to be of gradual growth, conducted at all times economically. Therefore, it is not expected
that there will be any considerable force of clerical help, and aside from your salary, no considerable
expenditure for the present. It is understood that you have at your command the data for a
compilation of the laws of several of the states, upon which their road systems are based. It should be
your first duty, therefore, to make such collection complete, and prepare a bulletin on that subject.
Incidentally, while preparing this bulletin, you should charge yourself with collecting data relating
to the different methods of road making, which, in the first instance, should be generic in their
character; including—
(1) The best method of constructing a common highway, without gravel or stone.
(2) Gravel highways.
(3) Macadam and other stone roads.
(4) Data upon which to base suggestions for the transportation of material within reasonable
access, for the proper surfacing of the roadbed. These data should form the foundation for the second
bulletin, or second series of bulletins.
There are certain restrictions I wish specifically to bring to your attention. It must be borne in mind
that the actual expense in the construction of these highways is to be borne by the localities and states
in which they lie. Moreover, it is not the province of this Department to seek to control or influence
said action, except in so far as advice and wise suggestion shall contribute toward it. This Department
is to form no part of any plan, scheme, or organization, or to be a party to it in any way, which has for
its object the concerted effort to secure and furnish labor to the unemployed persons or to convicts.
These are matters to be carried on by states, localities, or charities. The Department is to furnish
information, not to direct and formulate any system of organization, however efficient or desirable it
may be. Any such effort on its part would soon make it subject to hostile criticism. You will publish
this letter in the preface to your first bulletin.
Yours truly,
J. Sterling Morton,
Secretary.
Mr. Roy Stone,
Special Agent and Civil Engineer in charge of
Good Roads Investigations.
The Office followed these instructions pretty closely for several years.
General Stone and his successor General Dodge encouraged the formation
of good roads organizations. In fact General Stone prior to the institution of
the Office of Road Inquiries was instrumental in organizing at Chicago in
connection with the dedication of the World’s Fair in 1893, the National
Office of the Secretary,
Washington, D. C., October 3, 1893.
Sir: You have been this day appointed to supervise and carry out the investigations pursuant to the
statute approved March 3, 1893, which has four branches:
(1) To make inquiries in regard to the systems of road management throughout the United States.
(2) To make investigations in regard to the best method of road-making.
(3) To prepare didactic publications on this subject, suitable for distribution.
(4) To assist the agricultural colleges and experiment stations in disseminating information on this
subject.
It will not be profitable to enter upon all of these points at first. The work under the appropriation
will need to be of gradual growth, conducted at all times economically. Therefore, it is not expected
that there will be any considerable force of clerical help, and aside from your salary, no considerable
expenditure for the present. It is understood that you have at your command the data for a
compilation of the laws of several of the states, upon which their road systems are based. It should be
your first duty, therefore, to make such collection complete, and prepare a bulletin on that subject.
Incidentally, while preparing this bulletin, you should charge yourself with collecting data relating
to the different methods of road making, which, in the first instance, should be generic in their
character; including—
(1) The best method of constructing a common highway, without gravel or stone.
(2) Gravel highways.
(3) Macadam and other stone roads.
(4) Data upon which to base suggestions for the transportation of material within reasonable
access, for the proper surfacing of the roadbed. These data should form the foundation for the second
bulletin, or second series of bulletins.
There are certain restrictions I wish specifically to bring to your attention. It must be borne in mind
that the actual expense in the construction of these highways is to be borne by the localities and states
in which they lie. Moreover, it is not the province of this Department to seek to control or influence
said action, except in so far as advice and wise suggestion shall contribute toward it. This Department
is to form no part of any plan, scheme, or organization, or to be a party to it in any way, which has for
its object the concerted effort to secure and furnish labor to the unemployed persons or to convicts.
These are matters to be carried on by states, localities, or charities. The Department is to furnish
information, not to direct and formulate any system of organization, however efficient or desirable it
may be. Any such effort on its part would soon make it subject to hostile criticism. You will publish
this letter in the preface to your first bulletin.
Yours truly,
J. Sterling Morton,
Secretary.
Mr. Roy Stone,
Special Agent and Civil Engineer in charge of
Good Roads Investigations.
The Office followed these instructions pretty closely for several years.
General Stone and his successor General Dodge encouraged the formation
of good roads organizations. In fact General Stone prior to the institution of
the Office of Road Inquiries was instrumental in organizing at Chicago in
connection with the dedication of the World’s Fair in 1893, the National
Page 149
League for Good Roads. General Stone himself attributed to the influence
of this League the organization of the Office of Public Roads and the great
work which it has since accomplished.[138]
Other good roads organizations were springing up. The Office of Public
Road Inquiries encouraged these to the extent of publishing addresses given
at their conventions as bulletins upon the theory that the information
relative to road improvements throughout the United States was in line with
the object and scope of the Office.
The organization known as the National Good Roads Association, with
W. H. Moore of St. Louis, Missouri, as president, and R. W. Richardson, of
Omaha, Nebraska, as secretary, seems to have been especially active.
Colonel Moore was a man of impressive manner, suave and affable, and
was able to interest and associate with him many very influential people. He
was a born “good roads booster.” He always worked with the men in power.
Directors Stone and Dodge not only had prominent places on his
convention programmes, but recommended to the Secretary of Agriculture
that the proceedings be printed as Departmental Bulletins. This was for a
time helpful to the cause of good roads, for the conventions were addressed
by able and influential men. Director Dodge in his letter of transmittal of
the proceedings of the convention held at St. Louis, Missouri, April 27 to
29, 1903, to Hon. James Wilson, Secretary of Agriculture, says:[139]
Among the distinguished speakers who delivered addresses were Hon. Theodore Roosevelt,
President of the United States; Hon. William J. Bryan, of Nebraska; General Miles, of the United
States Army; Governor Dockery, of Missouri; Governor Cummins, of Iowa; Hon. A. C. Latimer,
United States Senator from South Carolina; Hon. W. D. Vandiver, member of Congress from
Missouri; Hon. D. R. Frances, president of the Louisiana Purchase Exposition Committee; Hon. J. H.
Brigham, Assistant Secretary of Agriculture; General Roy Stone, of New York; and Mr. Samuel Hill,
of Washington. Addresses were also delivered by prominent men engaged in agriculture, railway
transportation, commercial pursuits, and newspaper work.
This organization, like many state good-roads organizations, had no
permanent membership list. Any city that would “finance” a convention
could get one. Invitations were sent to governors, mayors, county officers,
city officers, commercial clubs urging them to appoint delegates to the
conventions. As a result large conventions were promoted and held at
Chicago, St. Louis, Buffalo, Portland, and elsewhere, usually in connection
with some exposition or fair.
There being no permanent membership the only way to finance such
undertakings was by popular subscriptions and donations from social,
of this League the organization of the Office of Public Roads and the great
work which it has since accomplished.[138]
Other good roads organizations were springing up. The Office of Public
Road Inquiries encouraged these to the extent of publishing addresses given
at their conventions as bulletins upon the theory that the information
relative to road improvements throughout the United States was in line with
the object and scope of the Office.
The organization known as the National Good Roads Association, with
W. H. Moore of St. Louis, Missouri, as president, and R. W. Richardson, of
Omaha, Nebraska, as secretary, seems to have been especially active.
Colonel Moore was a man of impressive manner, suave and affable, and
was able to interest and associate with him many very influential people. He
was a born “good roads booster.” He always worked with the men in power.
Directors Stone and Dodge not only had prominent places on his
convention programmes, but recommended to the Secretary of Agriculture
that the proceedings be printed as Departmental Bulletins. This was for a
time helpful to the cause of good roads, for the conventions were addressed
by able and influential men. Director Dodge in his letter of transmittal of
the proceedings of the convention held at St. Louis, Missouri, April 27 to
29, 1903, to Hon. James Wilson, Secretary of Agriculture, says:[139]
Among the distinguished speakers who delivered addresses were Hon. Theodore Roosevelt,
President of the United States; Hon. William J. Bryan, of Nebraska; General Miles, of the United
States Army; Governor Dockery, of Missouri; Governor Cummins, of Iowa; Hon. A. C. Latimer,
United States Senator from South Carolina; Hon. W. D. Vandiver, member of Congress from
Missouri; Hon. D. R. Frances, president of the Louisiana Purchase Exposition Committee; Hon. J. H.
Brigham, Assistant Secretary of Agriculture; General Roy Stone, of New York; and Mr. Samuel Hill,
of Washington. Addresses were also delivered by prominent men engaged in agriculture, railway
transportation, commercial pursuits, and newspaper work.
This organization, like many state good-roads organizations, had no
permanent membership list. Any city that would “finance” a convention
could get one. Invitations were sent to governors, mayors, county officers,
city officers, commercial clubs urging them to appoint delegates to the
conventions. As a result large conventions were promoted and held at
Chicago, St. Louis, Buffalo, Portland, and elsewhere, usually in connection
with some exposition or fair.
There being no permanent membership the only way to finance such
undertakings was by popular subscriptions and donations from social,
Page 150
commercial and political bodies. Colonel Moore[140] went to New York and
talked to the president of the Illinois Central railroad, Mr. Stuyvesant Fish,
and asked for a special “train of fifteen cars to carry modern road
machinery.” “How much will this project cost?” asked Mr. Fish. Moore
replied, “As near as we can figure it out, to furnish and operate this train for
three months will cost you $40,000 to $50,000.” President Fish replied,
“That is a large amount to throw in the mud, but we will consider it.” The
train was granted. In the language of Colonel Moore, the “railroad company
shouldered the burden.” The government through the Office of Public
Roads furnished two expert engineers, other engineers and necessary
employees were hired. This train made the trip from Chicago to New
Orleans. Advance-agents were sent along the way to secure the coöperation
of the various communities. They were asked to raise a sufficient amount of
money to defray the local expenses. Moore states, “we did not visit a single
city in the South where we laid the matter before the mayor, the city
council, and the supervisors that they did not promptly respond in the
affirmative.” Road machinery carried on the train was explained by men
frequently sent along for this purpose by the manufacturers who had
donated its use or by engineers and others in charge. Short sections of road
were graded and stoned—“object lesson roads were built.” Similar trains
were run over the Lake Shore Road, and later over the Southern Railway.
The latter at a cost of about $80,000; the road equipped the train, fed the
men and furnished Pullman cars for sleeping accommodations. The last
such train was over the Northern Pacific. This particular organization (there
were others) and its work has been thus fully mentioned to show how
thoroughly the propaganda was carried on which resulted later in the
greatest road-building campaign in the history of the world. The National
Good Roads Association came to grief at the Portland Exposition in 1905,
where strenuous opposition developed to the financing methods of Mr.
Moore and an unsuccessful effort was made to oust him from the
presidency of the association. James W. Abbott, Pacific Coast Agent for the
Office of Public Roads in a newspaper interview among other things said:
[141]
“We feel that the wild, reckless and impossible things which Colonel
Moore promises to do for communities must later produce a reaction
positively disastrous. He has already promised that the construction train of
the National Good Roads Association will do an amount of work
talked to the president of the Illinois Central railroad, Mr. Stuyvesant Fish,
and asked for a special “train of fifteen cars to carry modern road
machinery.” “How much will this project cost?” asked Mr. Fish. Moore
replied, “As near as we can figure it out, to furnish and operate this train for
three months will cost you $40,000 to $50,000.” President Fish replied,
“That is a large amount to throw in the mud, but we will consider it.” The
train was granted. In the language of Colonel Moore, the “railroad company
shouldered the burden.” The government through the Office of Public
Roads furnished two expert engineers, other engineers and necessary
employees were hired. This train made the trip from Chicago to New
Orleans. Advance-agents were sent along the way to secure the coöperation
of the various communities. They were asked to raise a sufficient amount of
money to defray the local expenses. Moore states, “we did not visit a single
city in the South where we laid the matter before the mayor, the city
council, and the supervisors that they did not promptly respond in the
affirmative.” Road machinery carried on the train was explained by men
frequently sent along for this purpose by the manufacturers who had
donated its use or by engineers and others in charge. Short sections of road
were graded and stoned—“object lesson roads were built.” Similar trains
were run over the Lake Shore Road, and later over the Southern Railway.
The latter at a cost of about $80,000; the road equipped the train, fed the
men and furnished Pullman cars for sleeping accommodations. The last
such train was over the Northern Pacific. This particular organization (there
were others) and its work has been thus fully mentioned to show how
thoroughly the propaganda was carried on which resulted later in the
greatest road-building campaign in the history of the world. The National
Good Roads Association came to grief at the Portland Exposition in 1905,
where strenuous opposition developed to the financing methods of Mr.
Moore and an unsuccessful effort was made to oust him from the
presidency of the association. James W. Abbott, Pacific Coast Agent for the
Office of Public Roads in a newspaper interview among other things said:
[141]
“We feel that the wild, reckless and impossible things which Colonel
Moore promises to do for communities must later produce a reaction
positively disastrous. He has already promised that the construction train of
the National Good Roads Association will do an amount of work
Page 151
gratuitously for communities, which, allowing for unavoidable delays,
climatic and otherwise, would take more than ten years. The three good
roads trains which have heretofore done object-lesson road work have been
under the direct operation and executive management of Colonel
Richardson. They were wonderfully well-equipped trains, but they
demonstrated that the building of suitable object-lesson roads efficiently
and economically was not and could not be made a circus proposition.”
In addition to good roads associations, the agitation for better roads was
taken up by governors who devoted a not inconsiderable portion of their
messages to the legislatures to a discussion of the subject. Even presidents
of the United States paid it attention in their messages to Congress. With the
coming of the automobile the need of better highways and hard pavements
was greatly emphasized. With lots of money for propaganda, with nearly
everyone becoming a disciple of good roads, is it any wonder that Congress
finally voted for federal aid?
Participation in road conventions and coöperation with more or less
spurious organizations was greatly curtailed when Logan Walter Page was
promoted to the Directorship of the office. Still, speakers and experts were
freely sent to address meetings for the purpose of educating the citizenry to
the need of better roads, and how they should go about to obtain them and
what such roads will cost. Speakers were, therefore, supposed to give
definite and specific information on which local committees might act
intelligently. Propaganda for the purpose of influencing legislation in any
state or city was tabooed and bulletins took on a more scientific nature
relating more to quality, availability, and cost of materials; methods and
costs of construction; and efficiency of types of roads.
Road associations have continued to increase and many have and are
doing praiseworthy work for the cause of better roads. The Good Roads
Year Book, 1914, published by the American Highway Association, of
which Director Page was president, listed, giving the names of the principal
officers, 1 international, 38 national and 617 state and county associations.
Object-Lesson Roads. —The Office of Public Roads inquiry beginning,
as has been shown, very simply, has by devoted service and extreme
economy been able to do a remarkable amount of good for the public
highways of this country. The men at its head and employed by it deserve
much praise. Their salaries were small, yet they worked with missionary
zeal. They were able to coöperate with scientific and professional
climatic and otherwise, would take more than ten years. The three good
roads trains which have heretofore done object-lesson road work have been
under the direct operation and executive management of Colonel
Richardson. They were wonderfully well-equipped trains, but they
demonstrated that the building of suitable object-lesson roads efficiently
and economically was not and could not be made a circus proposition.”
In addition to good roads associations, the agitation for better roads was
taken up by governors who devoted a not inconsiderable portion of their
messages to the legislatures to a discussion of the subject. Even presidents
of the United States paid it attention in their messages to Congress. With the
coming of the automobile the need of better highways and hard pavements
was greatly emphasized. With lots of money for propaganda, with nearly
everyone becoming a disciple of good roads, is it any wonder that Congress
finally voted for federal aid?
Participation in road conventions and coöperation with more or less
spurious organizations was greatly curtailed when Logan Walter Page was
promoted to the Directorship of the office. Still, speakers and experts were
freely sent to address meetings for the purpose of educating the citizenry to
the need of better roads, and how they should go about to obtain them and
what such roads will cost. Speakers were, therefore, supposed to give
definite and specific information on which local committees might act
intelligently. Propaganda for the purpose of influencing legislation in any
state or city was tabooed and bulletins took on a more scientific nature
relating more to quality, availability, and cost of materials; methods and
costs of construction; and efficiency of types of roads.
Road associations have continued to increase and many have and are
doing praiseworthy work for the cause of better roads. The Good Roads
Year Book, 1914, published by the American Highway Association, of
which Director Page was president, listed, giving the names of the principal
officers, 1 international, 38 national and 617 state and county associations.
Object-Lesson Roads. —The Office of Public Roads inquiry beginning,
as has been shown, very simply, has by devoted service and extreme
economy been able to do a remarkable amount of good for the public
highways of this country. The men at its head and employed by it deserve
much praise. Their salaries were small, yet they worked with missionary
zeal. They were able to coöperate with scientific and professional
Page 152
organizations, such as the American Society for Testing Materials, The
American Society of Civil Engineers, The Bureau of Standards, and a
number of organizations employing reputable high-class scientific men in
research work pertaining to road construction and road materials. The
government’s appropriation beginning at $10,000 or excluding the
Director’s salary $8000, was increased from time to time until it was in
1896, $37,660 and in 1911, $135,000. Since the adoption of the system of
Federal Aid, there has naturally been greatly increased operation. The total
appropriations for the Bureau of Public Roads are now approximately three
quarters of a million dollars.
Chart of the Organization of the U. S. Bureau of Public Roads and Rural Engineering, 1917
Text version of chart
The duties and scope of the Office of Public Roads Inquiry was gradually
widened and its name changed to the Office of Public Roads. In 1915 by
reorganization of the Department of Agriculture it became the Office of
Public Roads and Rural Engineering and took charge of all the
Department’s work which partook in any way of an engineering nature. In
American Society of Civil Engineers, The Bureau of Standards, and a
number of organizations employing reputable high-class scientific men in
research work pertaining to road construction and road materials. The
government’s appropriation beginning at $10,000 or excluding the
Director’s salary $8000, was increased from time to time until it was in
1896, $37,660 and in 1911, $135,000. Since the adoption of the system of
Federal Aid, there has naturally been greatly increased operation. The total
appropriations for the Bureau of Public Roads are now approximately three
quarters of a million dollars.
Chart of the Organization of the U. S. Bureau of Public Roads and Rural Engineering, 1917
Text version of chart
The duties and scope of the Office of Public Roads Inquiry was gradually
widened and its name changed to the Office of Public Roads. In 1915 by
reorganization of the Department of Agriculture it became the Office of
Public Roads and Rural Engineering and took charge of all the
Department’s work which partook in any way of an engineering nature. In
Page 153
1916 the Secretary of Agriculture directed the Office to act for him in the
routine administration of the Federal Roads Act. The work of the Office or
Bureau of Public Roads, as it is now designated, was in 1916, carried on
along three general lines:[142] (1) Educational; (2) Research, and (3)
Administration of the Federal Road Act. By its educational or extension
work the Office was endeavoring to reach the people by means of lectures,
addresses, the publication of bulletins and the exhibit of models.
Emphasizing the economic value of improved roads and the efficiency of
various types. Special advice and assistance to communities was given by
furnishing engineers and experts to confer with municipal officers on their
particular problems. Actual demonstration by the construction of object-
lesson roads was freely carried on. The community furnished the material
and labor; the Office sent its engineers and experts to design and
superintend the construction. These “seed miles” resulted in the
construction of many other miles by the community itself. The Office tried
to impress also the need of proper maintenance from the beginning.
Fully as important as its educational work was the research or
investigational work carried on. The Office was able to secure the services
of several young men of scientific attainment and the bulletins put out by L.
W. Page, Prévost Hubbard, A. S. Cushman and their successors have
commanded world-wide recognition. Laboratories were erected to test road
materials, and experimental roads were built to demonstrate the actual use
of the same according to various methods. In this manner careful studies
were made of a vast number of materials, including oils, asphalts, tars,
concrete, brick, crushed stone and gravel. In connection with practical road
men and research committees of such organizations as the American
Society of Civil Engineers, and the American Society for Testing Materials
many useful standards have been adopted for road materials and road
construction. The effect of traffic on various types of roads has also been a
profitable subject for study. The organization of the Bureau may be best
shown by the chart.
Rural Free Delivery. —A brief mention of this agency for better roads
should not be omitted. Postmaster-General Wanamaker, in 1890,
recommended the extension of free delivery to villages of less than 10,000
population and he inaugurated an experimental “village delivery.” After an
existence of about two years this was ordered discontinued. However, free
delivery on a broader basis was demanded by State Granges of the Patrons
routine administration of the Federal Roads Act. The work of the Office or
Bureau of Public Roads, as it is now designated, was in 1916, carried on
along three general lines:[142] (1) Educational; (2) Research, and (3)
Administration of the Federal Road Act. By its educational or extension
work the Office was endeavoring to reach the people by means of lectures,
addresses, the publication of bulletins and the exhibit of models.
Emphasizing the economic value of improved roads and the efficiency of
various types. Special advice and assistance to communities was given by
furnishing engineers and experts to confer with municipal officers on their
particular problems. Actual demonstration by the construction of object-
lesson roads was freely carried on. The community furnished the material
and labor; the Office sent its engineers and experts to design and
superintend the construction. These “seed miles” resulted in the
construction of many other miles by the community itself. The Office tried
to impress also the need of proper maintenance from the beginning.
Fully as important as its educational work was the research or
investigational work carried on. The Office was able to secure the services
of several young men of scientific attainment and the bulletins put out by L.
W. Page, Prévost Hubbard, A. S. Cushman and their successors have
commanded world-wide recognition. Laboratories were erected to test road
materials, and experimental roads were built to demonstrate the actual use
of the same according to various methods. In this manner careful studies
were made of a vast number of materials, including oils, asphalts, tars,
concrete, brick, crushed stone and gravel. In connection with practical road
men and research committees of such organizations as the American
Society of Civil Engineers, and the American Society for Testing Materials
many useful standards have been adopted for road materials and road
construction. The effect of traffic on various types of roads has also been a
profitable subject for study. The organization of the Bureau may be best
shown by the chart.
Rural Free Delivery. —A brief mention of this agency for better roads
should not be omitted. Postmaster-General Wanamaker, in 1890,
recommended the extension of free delivery to villages of less than 10,000
population and he inaugurated an experimental “village delivery.” After an
existence of about two years this was ordered discontinued. However, free
delivery on a broader basis was demanded by State Granges of the Patrons
Page 154
of Husbandry and other farmers. Congress made small appropriations for
rural free delivery, but the Postmaster-General, W. S. Bissell, declined to
make any use of them. When Hon. W. L. Wilson became Postmaster-
General (1895) he agreed with his predecessor in believing the project
impractical, but if Congress would make the money available he was
willing to try it out. An appropriation of $40,000 was placed at his disposal.
[143]
The first Rural Free Delivery routes were established on October 1, 1896,
at Halltown, Uvilla, and Charlestown, West Virginia. Others immediately
followed. President McKinley in a message to Congress December 3, 1900,
states that “by the close of the current fiscal year about 4000 routes will
have been established, providing for the daily delivery of mails at the
scattered homes of about three and a half million of rural population.”[144]
So successful did it prove that it soon displaced nearly all the star routes
and was well established in practically all rural districts of the United
States. In 1919 out of a total expenditure by the Post Office Department of
over $362,000,000, a little less than $51,000,000 was distributed to the rural
delivery service.[145]
The Department having adopted a rule to the effect that the rural delivery
service would only be established along reasonably good roads, and that a
carrier need not go out unless the roads were in fit condition spurred the
inhabitants up to better attention of the roads for after a man once got in the
habit of receiving his mail daily he wanted it regularly.
“When a heavy snow blocks the way of the rural carrier it is customary
for the farmers to turn out and break the roads, and this is done several days
earlier than would be the case ordinarily. In this way communication
throughout neighborhoods and with the outside world is opened up
promptly. In consequence the farmer is able to take advantage of good
markets and the townspeople are not cut off from the supply of fresh
country produce, as often has happened in severe storms. Also cases of
distress in isolated farm homes are sooner reached and relieved.”[146]
The Department finding the rural delivery popular determined to make it
not only more so but to make it pay also. So they took precautions to
protect the mail in the farmer’s boxes by regulating the kind of boxes to be
used and promptly prosecuting cases of thievery and molestation of mail;
they established registration by rural carriers and allowed carriers to receipt
for applications for money orders; carriers were also authorized to receive
rural free delivery, but the Postmaster-General, W. S. Bissell, declined to
make any use of them. When Hon. W. L. Wilson became Postmaster-
General (1895) he agreed with his predecessor in believing the project
impractical, but if Congress would make the money available he was
willing to try it out. An appropriation of $40,000 was placed at his disposal.
[143]
The first Rural Free Delivery routes were established on October 1, 1896,
at Halltown, Uvilla, and Charlestown, West Virginia. Others immediately
followed. President McKinley in a message to Congress December 3, 1900,
states that “by the close of the current fiscal year about 4000 routes will
have been established, providing for the daily delivery of mails at the
scattered homes of about three and a half million of rural population.”[144]
So successful did it prove that it soon displaced nearly all the star routes
and was well established in practically all rural districts of the United
States. In 1919 out of a total expenditure by the Post Office Department of
over $362,000,000, a little less than $51,000,000 was distributed to the rural
delivery service.[145]
The Department having adopted a rule to the effect that the rural delivery
service would only be established along reasonably good roads, and that a
carrier need not go out unless the roads were in fit condition spurred the
inhabitants up to better attention of the roads for after a man once got in the
habit of receiving his mail daily he wanted it regularly.
“When a heavy snow blocks the way of the rural carrier it is customary
for the farmers to turn out and break the roads, and this is done several days
earlier than would be the case ordinarily. In this way communication
throughout neighborhoods and with the outside world is opened up
promptly. In consequence the farmer is able to take advantage of good
markets and the townspeople are not cut off from the supply of fresh
country produce, as often has happened in severe storms. Also cases of
distress in isolated farm homes are sooner reached and relieved.”[146]
The Department finding the rural delivery popular determined to make it
not only more so but to make it pay also. So they took precautions to
protect the mail in the farmer’s boxes by regulating the kind of boxes to be
used and promptly prosecuting cases of thievery and molestation of mail;
they established registration by rural carriers and allowed carriers to receipt
for applications for money orders; carriers were also authorized to receive
Page 155
and deliver “drop” letters on their routes without passing them through the
terminal post office. A little later when the parcel post was instituted the
popularity of rural delivery was greatly enhanced. Like many other
conveniences the rural inhabitants cannot now realize how they could get
along without free delivery of the mails. Postmaster-General Charles Emory
Smith in his report of 1900[147] says of the then quite new system:
Rural delivery has now been sufficiently tried to measure its effects.... It stimulates social and
business correspondence, and so swells the postal receipts. Its introduction is invariably followed by
a large increase in the circulation of the press and of periodic literature. The farm is thus brought into
direct daily contact with the currents and movements of the business world. A more accurate
knowledge of ruling markets and varying prices is diffused, and the producer, with his quicker
communication and larger information, is placed on a surer footing. The value of farms, as has been
shown in many cases, is enhanced. Good roads become indispensable, and their improvement is the
essential condition of the service. The material and measurable benefits are signal and unmistakable.
But the movement exercises a wider and deeper influence. It becomes a factor in the social and
economic tendencies of American life. The disposition to leave the farm for the town is a familiar
effect of our past conditions. But this tendency is checked, and may be materially changed by an
advance which conveys many of the advantages of the town to the farm. Rural free delivery brings
the farm within the daily range of the intellectual and commercial activities of the world, and the
isolation and monotony which have been the bane of agricultural life are sensibly mitigated. It proves
to be one of the most effective and powerful of educational agencies. Wherever it is extended the
schools improve and the civil spirit of the community feels a new pulsation; the standard of
intelligence is raised, enlightened interest in public affairs is quickened, and better citizenship
follows.
With all these results clearly indicated by the experiment as thus far tried, rural free delivery is
plainly here to stay. It cannot be abandoned where it has been established, and cannot be maintained
without being extended.
terminal post office. A little later when the parcel post was instituted the
popularity of rural delivery was greatly enhanced. Like many other
conveniences the rural inhabitants cannot now realize how they could get
along without free delivery of the mails. Postmaster-General Charles Emory
Smith in his report of 1900[147] says of the then quite new system:
Rural delivery has now been sufficiently tried to measure its effects.... It stimulates social and
business correspondence, and so swells the postal receipts. Its introduction is invariably followed by
a large increase in the circulation of the press and of periodic literature. The farm is thus brought into
direct daily contact with the currents and movements of the business world. A more accurate
knowledge of ruling markets and varying prices is diffused, and the producer, with his quicker
communication and larger information, is placed on a surer footing. The value of farms, as has been
shown in many cases, is enhanced. Good roads become indispensable, and their improvement is the
essential condition of the service. The material and measurable benefits are signal and unmistakable.
But the movement exercises a wider and deeper influence. It becomes a factor in the social and
economic tendencies of American life. The disposition to leave the farm for the town is a familiar
effect of our past conditions. But this tendency is checked, and may be materially changed by an
advance which conveys many of the advantages of the town to the farm. Rural free delivery brings
the farm within the daily range of the intellectual and commercial activities of the world, and the
isolation and monotony which have been the bane of agricultural life are sensibly mitigated. It proves
to be one of the most effective and powerful of educational agencies. Wherever it is extended the
schools improve and the civil spirit of the community feels a new pulsation; the standard of
intelligence is raised, enlightened interest in public affairs is quickened, and better citizenship
follows.
With all these results clearly indicated by the experiment as thus far tried, rural free delivery is
plainly here to stay. It cannot be abandoned where it has been established, and cannot be maintained
without being extended.
Page 156
© Underwood and Underwood
HARD SURFACE HIGHWAY IN OREGON
HARD SURFACE HIGHWAY IN OREGON
Page 157
© Underwood and Underwood
A FARMER’S WIFE MEETING THE POSTAL TRUCK
The law for federal aid is based upon the clause in the Constitution
giving Congress power “to establish post offices and post roads.”[148] and
the money made available may only be expended on post roads outside of
towns “having a population of two thousand five hundred or more, except
that portion of any such street or road along which the houses average more
than two hundred feet apart.”[149] Thus may be seen the very great
importance to better public highways of the “rural free delivery.”
State Aid. —While the bicyclist and voluntary road organizations were
creating sentiment favorable to improved highways, the states were not idle.
It will not be possible to follow the progress in each of the states, but since
some form of state aid has been adopted by all of them the development of
that idea will be sketched. By state aid is meant a plan whereby a part of the
expense of constructing roads is borne by the state and a part by the locality
in which the road lies.
A FARMER’S WIFE MEETING THE POSTAL TRUCK
The law for federal aid is based upon the clause in the Constitution
giving Congress power “to establish post offices and post roads.”[148] and
the money made available may only be expended on post roads outside of
towns “having a population of two thousand five hundred or more, except
that portion of any such street or road along which the houses average more
than two hundred feet apart.”[149] Thus may be seen the very great
importance to better public highways of the “rural free delivery.”
State Aid. —While the bicyclist and voluntary road organizations were
creating sentiment favorable to improved highways, the states were not idle.
It will not be possible to follow the progress in each of the states, but since
some form of state aid has been adopted by all of them the development of
that idea will be sketched. By state aid is meant a plan whereby a part of the
expense of constructing roads is borne by the state and a part by the locality
in which the road lies.
Page 158
New Jersey,[150] like many of the other Eastern states, had a few turnpike
roads constructed and maintained by private corporations. These roads were
much better than the public roads on which there were no toll gates. The
public roads were administered under ordinary laws of overseers of
highway districts. Charges of partiality had led to amendments, then other
amendments until the laws were a maze of intricacies. To eliminate these,
the state board of agriculture in 1887 called a mass meeting of farmers and
others interested in good roads. The result of the conference, which was
well attended, was the appointment of a committee, consisting of one
member for each of the Congressional districts in the State, to examine the
laws of New Jersey, of other states and of foreign countries and report
methods for bettering the New Jersey system. After careful consideration
they drafted a law abolishing the overseers and conferring the powers and
duties of caring for the public highways on the township committee. This
was presented to the State Board of Agriculture and received unanimous
approval. But when it came before the State Legislature, of 1888, for
adoption the opposition of the road overseers succeeded in defeating it. In
1889 it was again presented and defeated; and met a similar fate in 1890.
But in 1891 with the coöperation of the governor its passage was secured.
Mr. Clayton Conrow of New Jersey[151] claims the honor of proposing
the first state aid road law in the United States. He asserts that he learned
from actual observation of the travelers on a section of highway that it was
used not only by “teams of the local township but also from the adjoining
township and the township beyond, and so on and on they came until a
score of townships were represented on this section of the road.” He
therefore concluded that the county and the state by rights should assist in
building the main traveled roads, and that “every citizen of the state is
entitled to the free use thereof.” This, he says, was in 1890, just the time the
state board of agriculture was pushing its law to discontinue the overseers.
Conrow says he consulted with Hon. Edward Burrough, president of the
state board of agriculture, and outlined his plan for a State Aid Road Law.
Burrough was highly pleased, but there was an obstacle in the way, namely
the turnpike corporations. They were creatures of the law and had rights
that should be respected. Mr. Burrough advocated the adoption of the law
having faith that the people would buy the turnpike roads so that no citizen
would be the loser. Judge William M. Lanning put the draft of the bill in
legal form. It was then submitted to Governor Abbett for his approval as
roads constructed and maintained by private corporations. These roads were
much better than the public roads on which there were no toll gates. The
public roads were administered under ordinary laws of overseers of
highway districts. Charges of partiality had led to amendments, then other
amendments until the laws were a maze of intricacies. To eliminate these,
the state board of agriculture in 1887 called a mass meeting of farmers and
others interested in good roads. The result of the conference, which was
well attended, was the appointment of a committee, consisting of one
member for each of the Congressional districts in the State, to examine the
laws of New Jersey, of other states and of foreign countries and report
methods for bettering the New Jersey system. After careful consideration
they drafted a law abolishing the overseers and conferring the powers and
duties of caring for the public highways on the township committee. This
was presented to the State Board of Agriculture and received unanimous
approval. But when it came before the State Legislature, of 1888, for
adoption the opposition of the road overseers succeeded in defeating it. In
1889 it was again presented and defeated; and met a similar fate in 1890.
But in 1891 with the coöperation of the governor its passage was secured.
Mr. Clayton Conrow of New Jersey[151] claims the honor of proposing
the first state aid road law in the United States. He asserts that he learned
from actual observation of the travelers on a section of highway that it was
used not only by “teams of the local township but also from the adjoining
township and the township beyond, and so on and on they came until a
score of townships were represented on this section of the road.” He
therefore concluded that the county and the state by rights should assist in
building the main traveled roads, and that “every citizen of the state is
entitled to the free use thereof.” This, he says, was in 1890, just the time the
state board of agriculture was pushing its law to discontinue the overseers.
Conrow says he consulted with Hon. Edward Burrough, president of the
state board of agriculture, and outlined his plan for a State Aid Road Law.
Burrough was highly pleased, but there was an obstacle in the way, namely
the turnpike corporations. They were creatures of the law and had rights
that should be respected. Mr. Burrough advocated the adoption of the law
having faith that the people would buy the turnpike roads so that no citizen
would be the loser. Judge William M. Lanning put the draft of the bill in
legal form. It was then submitted to Governor Abbett for his approval as
Page 159
they did not care to encounter a veto if a slight change of form would
reconcile him to its provisions. Mr. Conrow claims his original draft was
changed only slightly by the board and again by the governor, then
submitted to the legislature by a Mr. Davidson of Gloucester county. This is
the act that was passed in 1891.
Salient Features of the State Aid Law. —The essential points of the law
are set forth in the following extract being the preamble and parts of the
seventh and fourth sections:
An Act to provide for the more permanent improvement of the public roads of this State.
Whereas public roads in this State have heretofore been built and maintained solely at the expense
of the respective townships in which they are located; and
Whereas such roads are for the convenience of the citizens of the counties in which they are
located, and of the entire State as well as of said townships; and
Whereas the expense of constructing permanently improved roads may be reasonably imposed in
due proportions, upon the State and upon the counties in which they are located: Therefore, ...
And be it enacted, That whenever there shall be presented to the board of chosen freeholders of
any county a petition signed by the owners of at least two-thirds of the lands and real estate fronting
or bordering on any public road ... praying the board to cause such road ... to be improved under this
act, and setting forth that they are willing that the peculiar benefits conferred on the lands fronting or
bordering on said road ... shall be assessed thereon, in amount not exceeding ten per centum of the
entire cost of the improvement, it shall be the duty of the board to cause such improvements to be
made: Provided, that the estimated cost of all improvements ... in any county in any one year shall
not exceed one-half of one per centum of the ratables of such county for the last preceding year....
And be it enacted, That one-third of the cost of all roads constructed ... shall be paid for out of the
State treasury: Provided, That the amount so paid shall not in any one year exceed the sum of
seventy-five thousand dollars....
It will be seen that under this law the property owners pay one-tenth, the
State one-third and the county the remaining 562⁄3 per cent. Except for the
10 per cent paid by the abutting property holders the burden borne by all
citizens of the county is the same.
The friends of the movement demanded its enforcement; the opponents
were equally determined which resulted in an appeal to the courts and the
mandatory features were sustained. As it was first enacted the total
expenditure was $20,000 and a Commissioner of Agriculture was to
supervise its disbursement. But as there was no such officer the next
legislature, at the suggestion of the governor, authorized the president of the
State Board of Agriculture to perform these duties; this he did until the
office of the Commissioner of Public Roads was created. The first money
paid out under the act was December 27, 1892, $20,661.85, and this was the
first money paid in the United States for state aid for the construction of
reconcile him to its provisions. Mr. Conrow claims his original draft was
changed only slightly by the board and again by the governor, then
submitted to the legislature by a Mr. Davidson of Gloucester county. This is
the act that was passed in 1891.
Salient Features of the State Aid Law. —The essential points of the law
are set forth in the following extract being the preamble and parts of the
seventh and fourth sections:
An Act to provide for the more permanent improvement of the public roads of this State.
Whereas public roads in this State have heretofore been built and maintained solely at the expense
of the respective townships in which they are located; and
Whereas such roads are for the convenience of the citizens of the counties in which they are
located, and of the entire State as well as of said townships; and
Whereas the expense of constructing permanently improved roads may be reasonably imposed in
due proportions, upon the State and upon the counties in which they are located: Therefore, ...
And be it enacted, That whenever there shall be presented to the board of chosen freeholders of
any county a petition signed by the owners of at least two-thirds of the lands and real estate fronting
or bordering on any public road ... praying the board to cause such road ... to be improved under this
act, and setting forth that they are willing that the peculiar benefits conferred on the lands fronting or
bordering on said road ... shall be assessed thereon, in amount not exceeding ten per centum of the
entire cost of the improvement, it shall be the duty of the board to cause such improvements to be
made: Provided, that the estimated cost of all improvements ... in any county in any one year shall
not exceed one-half of one per centum of the ratables of such county for the last preceding year....
And be it enacted, That one-third of the cost of all roads constructed ... shall be paid for out of the
State treasury: Provided, That the amount so paid shall not in any one year exceed the sum of
seventy-five thousand dollars....
It will be seen that under this law the property owners pay one-tenth, the
State one-third and the county the remaining 562⁄3 per cent. Except for the
10 per cent paid by the abutting property holders the burden borne by all
citizens of the county is the same.
The friends of the movement demanded its enforcement; the opponents
were equally determined which resulted in an appeal to the courts and the
mandatory features were sustained. As it was first enacted the total
expenditure was $20,000 and a Commissioner of Agriculture was to
supervise its disbursement. But as there was no such officer the next
legislature, at the suggestion of the governor, authorized the president of the
State Board of Agriculture to perform these duties; this he did until the
office of the Commissioner of Public Roads was created. The first money
paid out under the act was December 27, 1892, $20,661.85, and this was the
first money paid in the United States for state aid for the construction of
Page 160
roads. With slight amendments the law remains to the present and has been
emulated by nearly all the states in the Union.
In Massachusetts advocates of better roads attempted legislation looking
toward a system of state highways in 1887 and annually thereafter until
1892.[152] In 1892 the demand became so great that the legislature enacted a
law providing for a commission of three to inquire into the entire subject
and report to the legislature of 1893, with suitable appropriation for the
purpose. The commission made a thorough investigation, held public
hearings, and made inquiries among all classes. Their findings were brought
before the legislature and a general road law was enacted providing for a
commission of three competent persons who should give advice to those
having charge of the public highways; it further contemplated the building
and care for by this commission of a system of state highways connecting
the several municipalities. At first the counties were supposed to grade the
roads and the Commonwealth to surface them but the law was changed
(1894) so that the Commonwealth through the highway commission does
the entire work of construction and maintenance then charges back to the
counties 25 per cent of the cost, so that finally the State pays 75 per cent
and the county 25 per cent. In 1913 an amendment was made to relieve
small communities from the payment of the entire amount thus the State, in
reality, pays more than 75 per cent of the expense.
The state aid principle has been adopted by all states in the union; many
before federal aid came, the remainder since. Connecticut was third in 1895
and New York fourth in 1898.
In order to raise money to meet the demands for state aid roads many of
the states bonded themselves for large amounts. New York voted a bond
issue of $50,000,000 in 1906 and another of the same amount in 1912.
California voted bonds of $18,000,000 in 1910 and $15,000,000 in 1916.
Illinois voted $60,000,000 in 1920 eventually to be paid from automobile
licenses. Maryland authorized a bond issue of $5,000,000 for trunkline
roads; additional issues were made in 1910, $1,000,000; in 1912,
$3,170,000; in 1914, $6,600,000; and in 1916, $2,700,000. Missouri
authorized a $60,000,000 bond issue in 1921 and so on for other states. On
January 1, 1914[153] there were outstanding highway and bridge bonds in
the United States to the amount of $445,147,073; of which $158,590,000
had been voted by the States and $286,557,073 by counties and townships.
After the war increased interest in road building became manifest. Between
emulated by nearly all the states in the Union.
In Massachusetts advocates of better roads attempted legislation looking
toward a system of state highways in 1887 and annually thereafter until
1892.[152] In 1892 the demand became so great that the legislature enacted a
law providing for a commission of three to inquire into the entire subject
and report to the legislature of 1893, with suitable appropriation for the
purpose. The commission made a thorough investigation, held public
hearings, and made inquiries among all classes. Their findings were brought
before the legislature and a general road law was enacted providing for a
commission of three competent persons who should give advice to those
having charge of the public highways; it further contemplated the building
and care for by this commission of a system of state highways connecting
the several municipalities. At first the counties were supposed to grade the
roads and the Commonwealth to surface them but the law was changed
(1894) so that the Commonwealth through the highway commission does
the entire work of construction and maintenance then charges back to the
counties 25 per cent of the cost, so that finally the State pays 75 per cent
and the county 25 per cent. In 1913 an amendment was made to relieve
small communities from the payment of the entire amount thus the State, in
reality, pays more than 75 per cent of the expense.
The state aid principle has been adopted by all states in the union; many
before federal aid came, the remainder since. Connecticut was third in 1895
and New York fourth in 1898.
In order to raise money to meet the demands for state aid roads many of
the states bonded themselves for large amounts. New York voted a bond
issue of $50,000,000 in 1906 and another of the same amount in 1912.
California voted bonds of $18,000,000 in 1910 and $15,000,000 in 1916.
Illinois voted $60,000,000 in 1920 eventually to be paid from automobile
licenses. Maryland authorized a bond issue of $5,000,000 for trunkline
roads; additional issues were made in 1910, $1,000,000; in 1912,
$3,170,000; in 1914, $6,600,000; and in 1916, $2,700,000. Missouri
authorized a $60,000,000 bond issue in 1921 and so on for other states. On
January 1, 1914[153] there were outstanding highway and bridge bonds in
the United States to the amount of $445,147,073; of which $158,590,000
had been voted by the States and $286,557,073 by counties and townships.
After the war increased interest in road building became manifest. Between
Page 161
November 1, 1918, and December 31, 1919,[154] state highway bonds
amounting to $234,000,000 were voted: Illinois, $60,000,000; Pennsylvania
$50,000,000; Michigan, $50,000,000; Missouri, $60,000,000 and many
other states smaller amounts. There is pending legislation for nearly
$300,000,000 additional bonds, among which are Minnesota, $75,000,000;
Texas, $75,000,000; West Virginia, $40,000,000; Washington, $30,000,000;
Alabama, $25,000,000. Funds are otherwise raised by direct taxation,
property and special, by appropriations from the general fund, by
automobile licenses, and from court fines. The grand total for road
construction expended in the United States from 1910 to 1920 is over
$2,500,000,000.
Federal Aid. —The real road building age in the United States was
ushered in by the enactment of the law providing that “the Secretary of
Agriculture shall on behalf of the United States in certain cases aid the
States in the construction and maintenance of rural post roads.” From the
time Representative Brownlow startled the country in 1904 by introducing a
bill to appropriate $24,000,000 for road building, not a session of Congress
passed without several such bills being introduced. Most of these took the
form of creating a commission to administer any fund for national aid that
might be appropriated, and many feared such large appropriations would
result in “pork barrels” all over the country. In 1915 one such bill passed the
House but did not become a law. However, the leaven continued to work.
The influence of the automobile was making thousands of new road
enthusiasts every day. Many petitions were being rained upon Congress and
scores of bills introduced for national aid both for specific roads and of a
general nature. During the 63d Congress, forty-nine bills were introduced,
10 in the Senate and 39 in the House. A report had been submitted by a joint
congressional committee on January 21, 1915[155] embodying data from
foreign countries showing systems in effect, the mileage and cost of roads
constructed; similar data from the several states; extracts from state
constitutions showing limitations of state debts; statistics on tonnage
transported over rural roads; statistics on length, character and condition of
rural routes; transportation rates on road materials by rail; comparative
statistics embodying possible factors in apportionment of Federal aid;
statistics of wealth, debt, and highway expenditures; comparative statistics
on the cost of road construction, historical sketches of national roads, work
amounting to $234,000,000 were voted: Illinois, $60,000,000; Pennsylvania
$50,000,000; Michigan, $50,000,000; Missouri, $60,000,000 and many
other states smaller amounts. There is pending legislation for nearly
$300,000,000 additional bonds, among which are Minnesota, $75,000,000;
Texas, $75,000,000; West Virginia, $40,000,000; Washington, $30,000,000;
Alabama, $25,000,000. Funds are otherwise raised by direct taxation,
property and special, by appropriations from the general fund, by
automobile licenses, and from court fines. The grand total for road
construction expended in the United States from 1910 to 1920 is over
$2,500,000,000.
Federal Aid. —The real road building age in the United States was
ushered in by the enactment of the law providing that “the Secretary of
Agriculture shall on behalf of the United States in certain cases aid the
States in the construction and maintenance of rural post roads.” From the
time Representative Brownlow startled the country in 1904 by introducing a
bill to appropriate $24,000,000 for road building, not a session of Congress
passed without several such bills being introduced. Most of these took the
form of creating a commission to administer any fund for national aid that
might be appropriated, and many feared such large appropriations would
result in “pork barrels” all over the country. In 1915 one such bill passed the
House but did not become a law. However, the leaven continued to work.
The influence of the automobile was making thousands of new road
enthusiasts every day. Many petitions were being rained upon Congress and
scores of bills introduced for national aid both for specific roads and of a
general nature. During the 63d Congress, forty-nine bills were introduced,
10 in the Senate and 39 in the House. A report had been submitted by a joint
congressional committee on January 21, 1915[155] embodying data from
foreign countries showing systems in effect, the mileage and cost of roads
constructed; similar data from the several states; extracts from state
constitutions showing limitations of state debts; statistics on tonnage
transported over rural roads; statistics on length, character and condition of
rural routes; transportation rates on road materials by rail; comparative
statistics embodying possible factors in apportionment of Federal aid;
statistics of wealth, debt, and highway expenditures; comparative statistics
on the cost of road construction, historical sketches of national roads, work
Page 162
of the Office of Public Roads; and a synopsis on congressional action on
Federal aid to road improvement.
The report speaks of the economic importance of good roads, the
constitutionality of Federal aid and gives data to show the public sentiment
in favor of Federal aid. Of 10,000 replies to inquiries received from every
state in the Union, 97 per cent favored Federal aid and 3 per cent opposed.
On January 6, 1916, Representative Shackleford of Missouri, chairman
of the committee on roads, introduced the bill which later became a law.
The bill ran the usual course and created a great deal of interest and was
freely debated in both House and Senate. The discussion on it comprises
more than 300 pages of the Congressional Record[156] and cover practically
every reason for and objection to the betterment of highways and the use
thereon of national money. The bill finally passed the house January 25,
1916, by a vote of 283 Yeas, 81 Nays and 70 not voting; and the Senate as
amended, May 8, 1916, by a unanimous vote. The bill went to conference,
the Senate agreed to the conference report June 27, and the House June 28,
1916. President Wilson approved the bill July 11, 1916, and it became
Public Law, No. 156, 64th Congress.
The title of the bill as amended is “An Act to provide that the United
States shall aid the States in the Construction of rural post roads, and for
other purposes.” In brief it authorizes the Secretary of Agriculture to
coöperate with the states through their respective highway departments in
the construction of rural post roads. In order to keep state sovereignty intact
no money apportioned under the act could be expended in any state until the
legislature of that state shall have assented to the provisions of the Act. The
Secretary of Agriculture and the State Highway department agree upon the
roads to be constructed therein and the character and method of
construction. By providing that all roads constructed under the provisions of
the act shall be free from tolls of all kinds Congress avoided the objection
raised by President Monroe in his veto of the National Road bill in 1822. A
most liberal definition of Post Roads is also given in the bill, namely, “the
term ‘rural post road’ shall be construed to mean any public road over
which the United States mails now are or may hereafter be transported,
excluding every street and road in a place having a population, as shown by
the latest available federal census, of two thousand five hundred or more,
except that portion of any such street or road along which the houses
average more than two hundred feet apart.”
Federal aid to road improvement.
The report speaks of the economic importance of good roads, the
constitutionality of Federal aid and gives data to show the public sentiment
in favor of Federal aid. Of 10,000 replies to inquiries received from every
state in the Union, 97 per cent favored Federal aid and 3 per cent opposed.
On January 6, 1916, Representative Shackleford of Missouri, chairman
of the committee on roads, introduced the bill which later became a law.
The bill ran the usual course and created a great deal of interest and was
freely debated in both House and Senate. The discussion on it comprises
more than 300 pages of the Congressional Record[156] and cover practically
every reason for and objection to the betterment of highways and the use
thereon of national money. The bill finally passed the house January 25,
1916, by a vote of 283 Yeas, 81 Nays and 70 not voting; and the Senate as
amended, May 8, 1916, by a unanimous vote. The bill went to conference,
the Senate agreed to the conference report June 27, and the House June 28,
1916. President Wilson approved the bill July 11, 1916, and it became
Public Law, No. 156, 64th Congress.
The title of the bill as amended is “An Act to provide that the United
States shall aid the States in the Construction of rural post roads, and for
other purposes.” In brief it authorizes the Secretary of Agriculture to
coöperate with the states through their respective highway departments in
the construction of rural post roads. In order to keep state sovereignty intact
no money apportioned under the act could be expended in any state until the
legislature of that state shall have assented to the provisions of the Act. The
Secretary of Agriculture and the State Highway department agree upon the
roads to be constructed therein and the character and method of
construction. By providing that all roads constructed under the provisions of
the act shall be free from tolls of all kinds Congress avoided the objection
raised by President Monroe in his veto of the National Road bill in 1822. A
most liberal definition of Post Roads is also given in the bill, namely, “the
term ‘rural post road’ shall be construed to mean any public road over
which the United States mails now are or may hereafter be transported,
excluding every street and road in a place having a population, as shown by
the latest available federal census, of two thousand five hundred or more,
except that portion of any such street or road along which the houses
average more than two hundred feet apart.”
Page 163
For the purpose of carrying out the provisions of the act there was
appropriated for the fiscal years ending June 30, 1917, the sum of
$5,000,000; 1918, $10,000,000; 1919, $15,000,000; 1920, $20,000,000;
1921, $25,000,000. After deducting the amount necessary for
administration not exceeding 3 per cent, the remaining amount available
was to be distributed as follows: “One-third in the ratio which the area of
each State bears to the total area of all the States; one-third in the ratio
which the population of each State bears to the total population of all the
States as shown by the latest available Federal census; one-third in the ratio
which the mileage of rural delivery routes and star routes in each State
bears to the total mileage of rural delivery routes and star routes in all the
states.” The Secretary of Agriculture is to approve only projects which are
substantial in character. Items of engineering, inspection and unforeseen
contingencies may not exceed 10 per cent of the estimated cost. The share
paid by the Government shall not exceed 50 per cent of the total cost.
The same act appropriated $10,000,000 for the survey, construction and
maintenance of roads and trails within the national forests when necessary
to develop the resources upon which communities within and adjacent to
the national forests are dependent.
The Secretary of Agriculture issued September 1, 1916, a set of rules and
regulations for carrying out the Federal-Aid Road Act.[157] These are quite
detailed and require a close supervision by the Office of Public Roads and
Rural Engineering, the Director of which or other officers and employees
designated by him, was officially appointed to represent the Secretary of
Agriculture in its administration. These rules explain and relate specifically
to definitions of terms; information to be furnished the Secretary; project
statements; surveys, plans, specifications and estimates; project agreements;
contracts; construction work and labor; records and cost keeping; payments;
submission of documents to the Office of Public Roads.
A State, County or District making application for aid must present a
Project Statement “to enable the Secretary to ascertain (a) whether the
project conforms to the requirements of the act; (b) whether adequate funds,
or their equivalent, are or will be available by or on behalf of the State for
construction; (c) what purpose the project will serve and how it correlates
with other highway work of the State; (d) the administrative control of, and
responsibility for, the project; (e) the practicability and economy of the
project from an engineering and construction standpoint; (f) the adequacy of
appropriated for the fiscal years ending June 30, 1917, the sum of
$5,000,000; 1918, $10,000,000; 1919, $15,000,000; 1920, $20,000,000;
1921, $25,000,000. After deducting the amount necessary for
administration not exceeding 3 per cent, the remaining amount available
was to be distributed as follows: “One-third in the ratio which the area of
each State bears to the total area of all the States; one-third in the ratio
which the population of each State bears to the total population of all the
States as shown by the latest available Federal census; one-third in the ratio
which the mileage of rural delivery routes and star routes in each State
bears to the total mileage of rural delivery routes and star routes in all the
states.” The Secretary of Agriculture is to approve only projects which are
substantial in character. Items of engineering, inspection and unforeseen
contingencies may not exceed 10 per cent of the estimated cost. The share
paid by the Government shall not exceed 50 per cent of the total cost.
The same act appropriated $10,000,000 for the survey, construction and
maintenance of roads and trails within the national forests when necessary
to develop the resources upon which communities within and adjacent to
the national forests are dependent.
The Secretary of Agriculture issued September 1, 1916, a set of rules and
regulations for carrying out the Federal-Aid Road Act.[157] These are quite
detailed and require a close supervision by the Office of Public Roads and
Rural Engineering, the Director of which or other officers and employees
designated by him, was officially appointed to represent the Secretary of
Agriculture in its administration. These rules explain and relate specifically
to definitions of terms; information to be furnished the Secretary; project
statements; surveys, plans, specifications and estimates; project agreements;
contracts; construction work and labor; records and cost keeping; payments;
submission of documents to the Office of Public Roads.
A State, County or District making application for aid must present a
Project Statement “to enable the Secretary to ascertain (a) whether the
project conforms to the requirements of the act; (b) whether adequate funds,
or their equivalent, are or will be available by or on behalf of the State for
construction; (c) what purpose the project will serve and how it correlates
with other highway work of the State; (d) the administrative control of, and
responsibility for, the project; (e) the practicability and economy of the
project from an engineering and construction standpoint; (f) the adequacy of
Page 164
the plans and provisions for proper maintenance of roads; and (g) the
approximate amount of Federal aid desired.” Also there must be submitted
for approval forms of contract, with documents referred to in them, and the
contractor’s bond. Likewise maps of surveys, plans, specifications and
estimates, showing quantity and cost shall have the approval of the
Secretary. The state shall provide the rights of way and railroad grade
crossings shall be avoided where practicable. A project agreement between
the State Highway Department and the Secretary is executed. It must also
be shown that adequate means either by advertising or other devices were
employed, prior to the beginning of construction, to insure economical and
practical expenditures, and rules for submitting and tabulating bids are
given. Samples of the materials to be used must be submitted for approval
whenever requested, and all materials, unless otherwise stipulated, must be
tested prior to use by the standard methods of the Office of Public Roads.
Supervision shall include adequate inspection. Reports of progress, records
and cost accounts must be kept in approved manner.
Many states in order to take advantage of the Federal aid within the time
stipulated by the Act have, as has been shown, issued long-time bonds.
Others have relied on increased taxation, and many require abutting
property to pay a special tax for improvements.
The success of the Act was extremely marked. So much so that the Post
Office Appropriation act of February 28, 1919,[158] carried an amendment
to the original Federal Aid Act providing an additional appropriation of
$200,000,000 for post roads and $9,000,000 for forest roads. Fifty million
dollars of the post road fund was made immediately available and
$75,000,000 was made available for each of the fiscal years of 1920 and
1921. Of the forest road fund $3,000,000 was made available for each of
the fiscal years 1919, 1920 and 1921. This bill transferred to the Secretary
of Agriculture all available war material and equipment suitable for use in
the improvement of highways for distribution to the several states on a
value basis the same as provided in the Federal Aid Act of 1916. Under this
provision trucks, road equipment, and road materials having when new a
value of over $100,000,000 had been distributed by November 1, 1919.
SELECTED REFERENCES
Anderson, Andrew P., “Highways,” American Year Book, 1918, pp. 317-321; 1919, pp. 308-311. D.
Appleton & Company, New York.
approximate amount of Federal aid desired.” Also there must be submitted
for approval forms of contract, with documents referred to in them, and the
contractor’s bond. Likewise maps of surveys, plans, specifications and
estimates, showing quantity and cost shall have the approval of the
Secretary. The state shall provide the rights of way and railroad grade
crossings shall be avoided where practicable. A project agreement between
the State Highway Department and the Secretary is executed. It must also
be shown that adequate means either by advertising or other devices were
employed, prior to the beginning of construction, to insure economical and
practical expenditures, and rules for submitting and tabulating bids are
given. Samples of the materials to be used must be submitted for approval
whenever requested, and all materials, unless otherwise stipulated, must be
tested prior to use by the standard methods of the Office of Public Roads.
Supervision shall include adequate inspection. Reports of progress, records
and cost accounts must be kept in approved manner.
Many states in order to take advantage of the Federal aid within the time
stipulated by the Act have, as has been shown, issued long-time bonds.
Others have relied on increased taxation, and many require abutting
property to pay a special tax for improvements.
The success of the Act was extremely marked. So much so that the Post
Office Appropriation act of February 28, 1919,[158] carried an amendment
to the original Federal Aid Act providing an additional appropriation of
$200,000,000 for post roads and $9,000,000 for forest roads. Fifty million
dollars of the post road fund was made immediately available and
$75,000,000 was made available for each of the fiscal years of 1920 and
1921. Of the forest road fund $3,000,000 was made available for each of
the fiscal years 1919, 1920 and 1921. This bill transferred to the Secretary
of Agriculture all available war material and equipment suitable for use in
the improvement of highways for distribution to the several states on a
value basis the same as provided in the Federal Aid Act of 1916. Under this
provision trucks, road equipment, and road materials having when new a
value of over $100,000,000 had been distributed by November 1, 1919.
SELECTED REFERENCES
Anderson, Andrew P., “Highways,” American Year Book, 1918, pp. 317-321; 1919, pp. 308-311. D.
Appleton & Company, New York.
Page 165
“Bonds for Highway Improvement,” Office of Public Roads Bulletin No. 136, U. S. Dept of Agr.
Boston Transcript, Letter by a foreign visitor giving her opinion of American Roads. Aug. 10, 1892.
Burrough, Edward, “State Aid to Road Building in New Jersey,” Office of Public Road Inquiry
Bulletin No. 9, 1894. Dept. of Agriculture, Washington.
Chatburn, George R., “Highway Engineering,” pp. 125-126, John Wiley & Sons, New York.
Congressional Record.—Good Roads Resolution introduced in the Senate by Senator Manderson,
Vol. XXIV, pp. 157, 261, 300. Introduced in the House by Representative Lewis, Vol. XXIV, p.
883.
Conrow, Clayton, “Inside History of the State Aid Law,” Report of the New Jersey Commissioner
of Public Roads, 1900, p. 81.
Department of Agriculture Year Book, 1900, p. 522.
Federal Aid Road Law, History of, Congressional Record, Vol. LIII, 1916. The Federal Aid road bill,
the one that was finally passed and became the most effective road law the world has ever
known, had a history in Congress that would make a large volume in itself. The pages of the
Congressional Record where it may be found follow: House Roll 7617—To provide that the
United States shall aid the States in the construction of rural post roads, and for other purposes
—was introduced by Mr. Dorsey W. Shackleford, of Missouri, January 6, 1916 and referred to
the Committee on Roads, 637.—Reported back (H. Rept. 26), 746.—Debated, 1131, 1165,
1234, 1269, 1285, 1353-1368, 1373-1408, 1451-1480, 1516-1537 (Appendix, 21, 36, 141, 157,
160, 162, 172, 177, 178, 188, 203, 207, 208, 209, 211, 213, 214, 216, 218, 593, 1273, 2247).—
Amended and passed house January 25, 1916, Ayes 283, Noes 81, Present 3, not voting 67,
1536, 1547.—Referred to Senate Committee on Agriculture and Forestry, 1551.—Motion for
change of reference debated, 2049-2057, 2329-2335.—Reference changed to Committee on
Post Offices and Post Roads, 2334, 2335.—Reported with amendments (S. Rept. 250), 3460,
3881.—Debated, 6425-6433, 6494-6504, 6532-6549, 6565-6585, 6731, 6782-6785, 6840-6849,
6897-6899, 7119-7127, 7225-7228, 7291-7300, 7414, 7451, 7456-7465, 7499-7518, 7560-7571.
—Amended and passed Senate unanimously, May 8, 1916, 7571.—Referred to House
Committee on Roads—Reported back (H. Rept. 732), 8357.—House disagrees to Senate
amendments and asks for a conference, 8749.—Senate insists on its amendments and agrees to a
conference, 8783.—Conference appointed, 8749, 8783.—Conference report (S. Doc. No. 474)
made in Senate, 9964.—Conference report unanimously agreed to in Senate June 27, 1916,
10086.—Conference report (No. 856) made in House. 10171.—Conference report debated in
House, 10162-10173 (Appendix, 1316, 1318, 1334, 1340, 1360, 1361, 1647, 1719, 1724, 1793,
1860, 2082).—Conference report agreed to in House, June 28, 1916, by a vote of 181 ayes to 53
noes, 10173.—Examined and signed, 10348, 10371.—Presented to the President, 10446.—
Approved (Public Statutes No. 156, July 11, 1916), 10836.
“Federal Aid Road Act, Regulations for carrying out,” Office of Public Roads Circular No. 65. U. S.
Dept. of Agriculture.
Free Delivery of Mail. Agricultural Year Book, 1917; Postmaster General’s Reports, 1892-1899; Ex.
Doc. 1, Pt. 4, 52d Cong., 2d Sess., p. 11; Ex. Doc. 1, Pt. 4, 53d Cong., 2d Sess., pp. ix, 55; Ex.
Doc. 1, Pt. 1, 54th Cong., 3d Sess., pp. 11, 120; H. Doc. 4, 54th Cong., 1st Sess., pp. 8, 116; H.
Doc. 4, 54th Cong., 2d Sess., pp. 25, 129; H. Doc. 4, 55th Cong., 3d Sess., pp. 12, 104;
American Year Book, 1919, p. 556. D. Appleton & Company.
Boston Transcript, Letter by a foreign visitor giving her opinion of American Roads. Aug. 10, 1892.
Burrough, Edward, “State Aid to Road Building in New Jersey,” Office of Public Road Inquiry
Bulletin No. 9, 1894. Dept. of Agriculture, Washington.
Chatburn, George R., “Highway Engineering,” pp. 125-126, John Wiley & Sons, New York.
Congressional Record.—Good Roads Resolution introduced in the Senate by Senator Manderson,
Vol. XXIV, pp. 157, 261, 300. Introduced in the House by Representative Lewis, Vol. XXIV, p.
883.
Conrow, Clayton, “Inside History of the State Aid Law,” Report of the New Jersey Commissioner
of Public Roads, 1900, p. 81.
Department of Agriculture Year Book, 1900, p. 522.
Federal Aid Road Law, History of, Congressional Record, Vol. LIII, 1916. The Federal Aid road bill,
the one that was finally passed and became the most effective road law the world has ever
known, had a history in Congress that would make a large volume in itself. The pages of the
Congressional Record where it may be found follow: House Roll 7617—To provide that the
United States shall aid the States in the construction of rural post roads, and for other purposes
—was introduced by Mr. Dorsey W. Shackleford, of Missouri, January 6, 1916 and referred to
the Committee on Roads, 637.—Reported back (H. Rept. 26), 746.—Debated, 1131, 1165,
1234, 1269, 1285, 1353-1368, 1373-1408, 1451-1480, 1516-1537 (Appendix, 21, 36, 141, 157,
160, 162, 172, 177, 178, 188, 203, 207, 208, 209, 211, 213, 214, 216, 218, 593, 1273, 2247).—
Amended and passed house January 25, 1916, Ayes 283, Noes 81, Present 3, not voting 67,
1536, 1547.—Referred to Senate Committee on Agriculture and Forestry, 1551.—Motion for
change of reference debated, 2049-2057, 2329-2335.—Reference changed to Committee on
Post Offices and Post Roads, 2334, 2335.—Reported with amendments (S. Rept. 250), 3460,
3881.—Debated, 6425-6433, 6494-6504, 6532-6549, 6565-6585, 6731, 6782-6785, 6840-6849,
6897-6899, 7119-7127, 7225-7228, 7291-7300, 7414, 7451, 7456-7465, 7499-7518, 7560-7571.
—Amended and passed Senate unanimously, May 8, 1916, 7571.—Referred to House
Committee on Roads—Reported back (H. Rept. 732), 8357.—House disagrees to Senate
amendments and asks for a conference, 8749.—Senate insists on its amendments and agrees to a
conference, 8783.—Conference appointed, 8749, 8783.—Conference report (S. Doc. No. 474)
made in Senate, 9964.—Conference report unanimously agreed to in Senate June 27, 1916,
10086.—Conference report (No. 856) made in House. 10171.—Conference report debated in
House, 10162-10173 (Appendix, 1316, 1318, 1334, 1340, 1360, 1361, 1647, 1719, 1724, 1793,
1860, 2082).—Conference report agreed to in House, June 28, 1916, by a vote of 181 ayes to 53
noes, 10173.—Examined and signed, 10348, 10371.—Presented to the President, 10446.—
Approved (Public Statutes No. 156, July 11, 1916), 10836.
“Federal Aid Road Act, Regulations for carrying out,” Office of Public Roads Circular No. 65. U. S.
Dept. of Agriculture.
Free Delivery of Mail. Agricultural Year Book, 1917; Postmaster General’s Reports, 1892-1899; Ex.
Doc. 1, Pt. 4, 52d Cong., 2d Sess., p. 11; Ex. Doc. 1, Pt. 4, 53d Cong., 2d Sess., pp. ix, 55; Ex.
Doc. 1, Pt. 1, 54th Cong., 3d Sess., pp. 11, 120; H. Doc. 4, 54th Cong., 1st Sess., pp. 8, 116; H.
Doc. 4, 54th Cong., 2d Sess., pp. 25, 129; H. Doc. 4, 55th Cong., 3d Sess., pp. 12, 104;
American Year Book, 1919, p. 556. D. Appleton & Company.
Page 166
Funk and Wagnalls’ Encyclopaedia, Article “Cycling.”
Good Roads Year Book, 1917, “State Highway Department Legislation,” pp. 37-218.
Good Roads Meetings.—“Iowa Highway Meeting,” Engineering Record, August 27, 1892; National
Highway Association at Portland, Oregon, The Morning Oregonian, June 22, 1905; Office of the
Public Roads Bulletins, Nos. 15, 17, 19, 21-26.
Greathouse, Charles H., “The Delivery of Rural Mails,” Year Book, 1917. U. S. Dept. of
Agriculture.
“Highway Bonds,” The American Year Book, 1919, 1920. D. Appleton & Co., New York.
House Document No. 1510, “Federal Aid to Good Roads,” being Vol. 99 of the House Documents.
Iowa Code of 1851, “Road Laws.”
Office of Public Roads Established, Bulletin No. 1, 1894, Report of Secretary of Agriculture, 1893, p.
36. U. S. Dept. of Agriculture.
New York Times, Good Roads Department, Sept. 11, 1892.
Nye, Bill, “On Good Roads,” Good Roads, September, 1892.
Perkins, George A., “State Highways of Massachusetts,” U. S. Dept. of Agri. Year Book, 1894, p.
505.
Post Roads.—The Constitution of the United States on, Section 8.
Potter, I. B., “The Gospel of Good Roads,” League of American Wheelmen.
Smith, Charles Emory, “Rural Mail Delivery,” Agricultural Year Book, 1900, p. 522. U. S. Dept of
Agriculture.
FOOTNOTES
[122] Code of 1851.
[123] “Highway Engineering,” by G. R. Chatburn, pp. 125-126.
[124] J. B. Dunlop, a surgeon of Dublin, invented the pneumatic tire in 1888.
[125] One of the early books was entitled “The Gospel of Good Roads,” by I. B. Potter, and
appealed directly to the farming interests.
[126] New York Times, September 11, 1892.
[127] Adolphine Hingst, under the heading “Surprised at America. A European’s Shock on
Seeing its Roads and Highways,” Boston Transcript, August 10, 1892.
[128] Good Roads, September, 1892.
[129] Engineering Record, August 27, 1892.
[130] New York Times, Sept. 11, 1892.
[131] Ibid.
[132] Printed as a Senate Document.
[133] Cong. Record, Vol. 24: Dec. 15, 1892, p. 157; Dec. 21, p. 261; Dec. 22, p. 300. Senate
Documents.
[134] Congressional Record, Vol. 24, Jan. 26, 1893, p. 883.
[135] Ibid.
Good Roads Year Book, 1917, “State Highway Department Legislation,” pp. 37-218.
Good Roads Meetings.—“Iowa Highway Meeting,” Engineering Record, August 27, 1892; National
Highway Association at Portland, Oregon, The Morning Oregonian, June 22, 1905; Office of the
Public Roads Bulletins, Nos. 15, 17, 19, 21-26.
Greathouse, Charles H., “The Delivery of Rural Mails,” Year Book, 1917. U. S. Dept. of
Agriculture.
“Highway Bonds,” The American Year Book, 1919, 1920. D. Appleton & Co., New York.
House Document No. 1510, “Federal Aid to Good Roads,” being Vol. 99 of the House Documents.
Iowa Code of 1851, “Road Laws.”
Office of Public Roads Established, Bulletin No. 1, 1894, Report of Secretary of Agriculture, 1893, p.
36. U. S. Dept. of Agriculture.
New York Times, Good Roads Department, Sept. 11, 1892.
Nye, Bill, “On Good Roads,” Good Roads, September, 1892.
Perkins, George A., “State Highways of Massachusetts,” U. S. Dept. of Agri. Year Book, 1894, p.
505.
Post Roads.—The Constitution of the United States on, Section 8.
Potter, I. B., “The Gospel of Good Roads,” League of American Wheelmen.
Smith, Charles Emory, “Rural Mail Delivery,” Agricultural Year Book, 1900, p. 522. U. S. Dept of
Agriculture.
FOOTNOTES
[122] Code of 1851.
[123] “Highway Engineering,” by G. R. Chatburn, pp. 125-126.
[124] J. B. Dunlop, a surgeon of Dublin, invented the pneumatic tire in 1888.
[125] One of the early books was entitled “The Gospel of Good Roads,” by I. B. Potter, and
appealed directly to the farming interests.
[126] New York Times, September 11, 1892.
[127] Adolphine Hingst, under the heading “Surprised at America. A European’s Shock on
Seeing its Roads and Highways,” Boston Transcript, August 10, 1892.
[128] Good Roads, September, 1892.
[129] Engineering Record, August 27, 1892.
[130] New York Times, Sept. 11, 1892.
[131] Ibid.
[132] Printed as a Senate Document.
[133] Cong. Record, Vol. 24: Dec. 15, 1892, p. 157; Dec. 21, p. 261; Dec. 22, p. 300. Senate
Documents.
[134] Congressional Record, Vol. 24, Jan. 26, 1893, p. 883.
[135] Ibid.
Page 167
[136] Report of the Secretary of Agriculture, 1893, p. 36.
[137] Bulletin No. 1, Office of Road Inquiry, p. 5.
[138] Bulletin No. 26, Office of Public Road Inquiries, p. 46.
[139] Bulletin No. 26, Office of Public Road Inquiries.
[140] Address on the “History and Purposes of the Good Roads Movement,” by William H.
Moore, president National Good Roads Association, Bulletin No. 26, Office of Public Road
Inquiries, p. 10.
[141] The Morning Oregonian (Portland), June 22, 1905.
[142] “Goods Roads Year Book,” 1917, p. 29.
[143] “The Delivery of Rural Mails,” by Charles H. Greathouse. Department of Agriculture
Year Book, 1890.
[144] Cong. Record, Dec. 3, 1900, p. 12.
[145] “The American Year Book,” 1919, p. 556.
[146] Dept. of Agri. Year Book, 1900, p. 522.
[147] Year Book, 1900. Department of Agriculture, Washington.
[148] “The Constitution of the United States,” Section 8.
[149] Public Law No. 156, 64th Congress.
[150] “State Aid to Road Building in New Jersey,” by Edward Burrough, Chairman of the
New Jersey State Board of Agriculture, Office of Road Inquiry Bulletin No. 9, 1894.
[151] “Inside History of the State Aid Road Law,” by Clayton Conrow, President of the New
Jersey State Road Improvement Association, Report of the New Jersey Commissioner of Public
Roads, 1900, p. 81.
[152] “State Highways in Massachusetts,” by George A. Perkins, Chairman Massachusetts
State Highway Commission, U. S. Department of Agriculture Year Book, 1894, p. 505.
[153] Office of Public Roads Bulletin No. 136.
[154] “The American Year Book,” D. Appleton Co., New York, 1919, 1920.
[155] House Document No. 1510, “Federal Aid to Good Roads,” being Vol. 99, of the House
Documents.
[156] Vol. LIII, 1916. See page references at end of chapter.
[157] Circular No. 65, U. S. Department of Agriculture, Office of Public Roads.
[158] “American Year Book,” 1920, p. 308. D. Appleton & Company, New York.
[137] Bulletin No. 1, Office of Road Inquiry, p. 5.
[138] Bulletin No. 26, Office of Public Road Inquiries, p. 46.
[139] Bulletin No. 26, Office of Public Road Inquiries.
[140] Address on the “History and Purposes of the Good Roads Movement,” by William H.
Moore, president National Good Roads Association, Bulletin No. 26, Office of Public Road
Inquiries, p. 10.
[141] The Morning Oregonian (Portland), June 22, 1905.
[142] “Goods Roads Year Book,” 1917, p. 29.
[143] “The Delivery of Rural Mails,” by Charles H. Greathouse. Department of Agriculture
Year Book, 1890.
[144] Cong. Record, Dec. 3, 1900, p. 12.
[145] “The American Year Book,” 1919, p. 556.
[146] Dept. of Agri. Year Book, 1900, p. 522.
[147] Year Book, 1900. Department of Agriculture, Washington.
[148] “The Constitution of the United States,” Section 8.
[149] Public Law No. 156, 64th Congress.
[150] “State Aid to Road Building in New Jersey,” by Edward Burrough, Chairman of the
New Jersey State Board of Agriculture, Office of Road Inquiry Bulletin No. 9, 1894.
[151] “Inside History of the State Aid Road Law,” by Clayton Conrow, President of the New
Jersey State Road Improvement Association, Report of the New Jersey Commissioner of Public
Roads, 1900, p. 81.
[152] “State Highways in Massachusetts,” by George A. Perkins, Chairman Massachusetts
State Highway Commission, U. S. Department of Agriculture Year Book, 1894, p. 505.
[153] Office of Public Roads Bulletin No. 136.
[154] “The American Year Book,” D. Appleton Co., New York, 1919, 1920.
[155] House Document No. 1510, “Federal Aid to Good Roads,” being Vol. 99, of the House
Documents.
[156] Vol. LIII, 1916. See page references at end of chapter.
[157] Circular No. 65, U. S. Department of Agriculture, Office of Public Roads.
[158] “American Year Book,” 1920, p. 308. D. Appleton & Company, New York.
Page 168
CHAPTER VI
INTERRELATION BETWEEN HIGHWAY AND OTHER KINDS OF
TRANSPORTATION
Transportation has been classified as primary and secondary.
Transportation on the public highway, whether of raw products to the
market or finished products to the consumer, is denominated primary;
transportation by railroads, canals, and ships as secondary. Practically all
secondary transportation is of products which were first or last or both
subjects of primary transportation.[159] There should, therefore, be a natural
harmonious relation between them. Suppose the foot should say to the hand,
“You are useless, it is I who support the body”; and the hand should retort,
“Think you’re smart, don’t you? I’ll let you know it is I who collect and
prepare the food which nourishes it; a log of wood could easily replace
you”: would that make either one of them independent of the other?
Too true that the great railroad corporations have not always acted in a
manner suitable to the man in the street, that they have often taken too
much toll, that they have become rich and arrogant, that they have
frequently manipulated the political machinery of government in their own
favor, that they have exploited where they should not, that they have shown
favoritism to prominent shippers, and that they have often borne down
heavily on the laboring man; but, this country would never have been
developed to its present state of civilization and prosperity without some
powerful and efficacious method of transportation. The railroads, proving
themselves to be more efficient than either the public highways or the
waterways, without perhaps intending any maliciousness, put them
practically out of business. Now that improved roads and automobiles and
motor trucks are giving the railroads a race for their life some unthinking
persons are gloating over the fact and shouting “to the victor belongs the
spoils.” The evolutionary law that the “fittest will survive” does not
necessarily mean that what is best for the world, for government, for
society, for business will always survive. Weeds will often choke out the
corn unless prevented by outside influence. A beautiful elm stands on the
corner. Every spring it sheds an abundance of seeds; soon these germinate
and there springs up throughout the lawn, flower and vegetable gardens,
INTERRELATION BETWEEN HIGHWAY AND OTHER KINDS OF
TRANSPORTATION
Transportation has been classified as primary and secondary.
Transportation on the public highway, whether of raw products to the
market or finished products to the consumer, is denominated primary;
transportation by railroads, canals, and ships as secondary. Practically all
secondary transportation is of products which were first or last or both
subjects of primary transportation.[159] There should, therefore, be a natural
harmonious relation between them. Suppose the foot should say to the hand,
“You are useless, it is I who support the body”; and the hand should retort,
“Think you’re smart, don’t you? I’ll let you know it is I who collect and
prepare the food which nourishes it; a log of wood could easily replace
you”: would that make either one of them independent of the other?
Too true that the great railroad corporations have not always acted in a
manner suitable to the man in the street, that they have often taken too
much toll, that they have become rich and arrogant, that they have
frequently manipulated the political machinery of government in their own
favor, that they have exploited where they should not, that they have shown
favoritism to prominent shippers, and that they have often borne down
heavily on the laboring man; but, this country would never have been
developed to its present state of civilization and prosperity without some
powerful and efficacious method of transportation. The railroads, proving
themselves to be more efficient than either the public highways or the
waterways, without perhaps intending any maliciousness, put them
practically out of business. Now that improved roads and automobiles and
motor trucks are giving the railroads a race for their life some unthinking
persons are gloating over the fact and shouting “to the victor belongs the
spoils.” The evolutionary law that the “fittest will survive” does not
necessarily mean that what is best for the world, for government, for
society, for business will always survive. Weeds will often choke out the
corn unless prevented by outside influence. A beautiful elm stands on the
corner. Every spring it sheds an abundance of seeds; soon these germinate
and there springs up throughout the lawn, flower and vegetable gardens,
Page 169
myriads of young elm trees. Now elm trees in their proper place are
desirable, are useful, are ornamental and furnish pleasure, but when they
become weeds they should be rooted up that the lawn, the vegetables, and
the flowers may persist. Here the fittest for society survives only because of
artificial regulation. The railroads, steam and electric, the waterways and
the highways all have spheres of usefulness; let each perform its function
and there need be no incongruity or discord.
Experience has proved time and again that any machine has a particular
capacity at which it can be most efficiently operated. A simple stone crusher
kept half full is running at a loss; if crowded and speeded up it will wear
and break unduly. It would be foolish to run continually a 50 horse-power
engine to serve a 2 horse-power motor. An electric light plant is most
economical when operated at its “capacity.” Horse and wagons, motor
trucks, railways, canals, and ships, are but machines, and the law holds with
all of them that they are most efficient when operated at their proper
capacity.
Another economic truth is that the unit cost of production is usually
lowest when the output is great. Quantity production is the goal of
practically all successful manufacturing enterprises. Automatic and near-
automatic machines replace the human hand. One person by the aid of
mechanical and electrical devices produces as much in the same time as
could a score or even a hundred without such help formerly. The chief
reason why quantity production is cheaper than individual production is that
it allows for a division of labor, a separation of the preparing processes into
several operations or occupations. Growing the grain, transporting it to
market, grinding it into flour, baking it into bread, and selling the bread,
indicate some of the several occupations, that arise in the simple
preparation of “our daily bread.” The meat-packing industry affords an
excellent example of the principle: The animal is surveyed and “laid off like
a map”; and each workman as the carcass passes him has one operation to
perform. One man sticks the pig, another scalds it, another pulls the hair
from a particular portion of the body, one cuts the slits for the gambols,
another inserts the sticks, still others hoist the body to the hanger, and so on
as it proceeds along its course scores of persons are each doing a very
limited portion of the work until the entire animal is prepared and packed
for shipment. The workmen are classified and the highest paid are put to the
most delicate or important parts while for the less delicate and less
desirable, are useful, are ornamental and furnish pleasure, but when they
become weeds they should be rooted up that the lawn, the vegetables, and
the flowers may persist. Here the fittest for society survives only because of
artificial regulation. The railroads, steam and electric, the waterways and
the highways all have spheres of usefulness; let each perform its function
and there need be no incongruity or discord.
Experience has proved time and again that any machine has a particular
capacity at which it can be most efficiently operated. A simple stone crusher
kept half full is running at a loss; if crowded and speeded up it will wear
and break unduly. It would be foolish to run continually a 50 horse-power
engine to serve a 2 horse-power motor. An electric light plant is most
economical when operated at its “capacity.” Horse and wagons, motor
trucks, railways, canals, and ships, are but machines, and the law holds with
all of them that they are most efficient when operated at their proper
capacity.
Another economic truth is that the unit cost of production is usually
lowest when the output is great. Quantity production is the goal of
practically all successful manufacturing enterprises. Automatic and near-
automatic machines replace the human hand. One person by the aid of
mechanical and electrical devices produces as much in the same time as
could a score or even a hundred without such help formerly. The chief
reason why quantity production is cheaper than individual production is that
it allows for a division of labor, a separation of the preparing processes into
several operations or occupations. Growing the grain, transporting it to
market, grinding it into flour, baking it into bread, and selling the bread,
indicate some of the several occupations, that arise in the simple
preparation of “our daily bread.” The meat-packing industry affords an
excellent example of the principle: The animal is surveyed and “laid off like
a map”; and each workman as the carcass passes him has one operation to
perform. One man sticks the pig, another scalds it, another pulls the hair
from a particular portion of the body, one cuts the slits for the gambols,
another inserts the sticks, still others hoist the body to the hanger, and so on
as it proceeds along its course scores of persons are each doing a very
limited portion of the work until the entire animal is prepared and packed
for shipment. The workmen are classified and the highest paid are put to the
most delicate or important parts while for the less delicate and less
Page 170
important duties the pay is very much lower. But each workman having
only a small variety of work to perform soon becomes adept and can do a
much greater amount than if he attempted the entire round of labor. The
building of automobiles wherein materials start from different places and
eventually coalesce as they proceed on their journey through the shops by
each workman as they pass adding one thing or performing one operation
until the whole emerges a complete machine ready to run away under its
own power, is another case in point.
Mr. James J. Hill, when president of the Great Northern, Northern Pacific
and Chicago Burlington & Quincy railroad companies, applied the principle
of quantity production to railroad transportation. Under his supervision
locomotives and cars increased in size; this necessitated heavier rails and
more substantial track; trains were not allowed to leave the terminals until a
full load had been accumulated; regular schedules were of course done
away with except for passenger and a few local freight trains. Other trains
were to be run only at the full capacity of the locomotive. This was not
conducive to speed, but the unit cost of hauling a ton of freight one mile
was very materially reduced. The same crew with comparatively small
increase in costs may operate a train of many cars about as easily as one of
few cars.
The same principle underlies the efforts of motor transport companies.
They are increasing the size of trucks and loads to decrease cost. They have
not used discretion, however, in this and their heavy trucks have ground to
powder high-cost roadways with the result that public sentiment is reacting
against them and regulatory laws are being passed by many legislatures.
Increasing the size of the plant, train, or truck will not bring economies
unless it can be run at its capacity load, consequently when the trade or
traffic will not utilize full loading a smaller plant should be adopted. To run
a 12 horse-power gasoline engine to turn a 11⁄4 horse-power washing
machine motor is no more foolish than to run 100-car locomotives to pull 2-
car trains, or 7-ton trucks where the load never exceeds 2 tons, or 7-
passenger automobiles with 1 or 2 passengers. The contention is well
founded that western railroad methods are futile on New England
railroads[160] and that if prosperity is ever to come to New England roads
they must reduce their rates and rates can only be reduced by making the
size and number of cars commensurate with the character and amount of
traffic. In England where shipping distances are comparatively short the
only a small variety of work to perform soon becomes adept and can do a
much greater amount than if he attempted the entire round of labor. The
building of automobiles wherein materials start from different places and
eventually coalesce as they proceed on their journey through the shops by
each workman as they pass adding one thing or performing one operation
until the whole emerges a complete machine ready to run away under its
own power, is another case in point.
Mr. James J. Hill, when president of the Great Northern, Northern Pacific
and Chicago Burlington & Quincy railroad companies, applied the principle
of quantity production to railroad transportation. Under his supervision
locomotives and cars increased in size; this necessitated heavier rails and
more substantial track; trains were not allowed to leave the terminals until a
full load had been accumulated; regular schedules were of course done
away with except for passenger and a few local freight trains. Other trains
were to be run only at the full capacity of the locomotive. This was not
conducive to speed, but the unit cost of hauling a ton of freight one mile
was very materially reduced. The same crew with comparatively small
increase in costs may operate a train of many cars about as easily as one of
few cars.
The same principle underlies the efforts of motor transport companies.
They are increasing the size of trucks and loads to decrease cost. They have
not used discretion, however, in this and their heavy trucks have ground to
powder high-cost roadways with the result that public sentiment is reacting
against them and regulatory laws are being passed by many legislatures.
Increasing the size of the plant, train, or truck will not bring economies
unless it can be run at its capacity load, consequently when the trade or
traffic will not utilize full loading a smaller plant should be adopted. To run
a 12 horse-power gasoline engine to turn a 11⁄4 horse-power washing
machine motor is no more foolish than to run 100-car locomotives to pull 2-
car trains, or 7-ton trucks where the load never exceeds 2 tons, or 7-
passenger automobiles with 1 or 2 passengers. The contention is well
founded that western railroad methods are futile on New England
railroads[160] and that if prosperity is ever to come to New England roads
they must reduce their rates and rates can only be reduced by making the
size and number of cars commensurate with the character and amount of
traffic. In England where shipping distances are comparatively short the
Page 171
small van or car and quick deliveries have been evolved. In well-settled
portions of this country, as in New England, similar practices might well be
adopted that the railways may not be entirely eliminated and the public
forced eventually to resort to more expensive transportation methods when
both direct and indirect costs are considered over the public highways.
The railroads are also complaining that the automobile is cutting into
their passenger earnings. This is no doubt true. What else can be expected
with approximately 11,000,000 machines now in operation? Thousands of
tourists are daily traversing the country. They find the outing pleasant and
when several occupy one car it is cheaper than railroad travel. Free camping
along the way avoids hotel bills which have grown inordinately during the
past few years. If these rates continue, simple inns as in the olden days may
grow up and cut into the business of the high-priced hotels. Lower charges
for both railroads and hotels will mitigate but not entirely eliminate the
automobile competition. The motor car is here to stay and automobile travel
will continue to increase. It is no longer a theory but a condition which
exists, and the railroads and hotels should adopt the policy of the wily
politician,—who said, “If you can’t lick ’em, jine ’em,”—meet the
automobile half way and make the most of it.
If predictions of those in close touch with the automobile business be any
criterion the railroads will feel the influence of the motor car more and
more. H. F. Blanchard, writing in Popular Science Monthly, January, 1923,
p. 26, claims that the $150 passenger car is in sight, and that the “saturation
point” which has been a worry for years has not yet arrived and will not if
the lowering of prices keeps pace with increased production. It is pointed
out that the production of automobiles and trucks is still increasing. The
1922 output (2,577,220 machines) is more than the 1920 output (2,276,000)
and these are bought by the public as fast as made. Mr. Durant, a prominent
manufacturer, is quoted as saying that: “The development of a cheaper car
than we now believe possible is only a question of the development of the
highways. Millions more of automobiles would be in use in America to-day
if the conditions of our highways permitted. When our automobiles can be
built to run on highways that are on the average as good as our city streets
—and this is bound to come sooner or later—we shall have lighter, better
and far cheaper cars. And the time is not far distant.”
In Roger W. Babson’s weekly comment dated September 30, 1922, we
read:
portions of this country, as in New England, similar practices might well be
adopted that the railways may not be entirely eliminated and the public
forced eventually to resort to more expensive transportation methods when
both direct and indirect costs are considered over the public highways.
The railroads are also complaining that the automobile is cutting into
their passenger earnings. This is no doubt true. What else can be expected
with approximately 11,000,000 machines now in operation? Thousands of
tourists are daily traversing the country. They find the outing pleasant and
when several occupy one car it is cheaper than railroad travel. Free camping
along the way avoids hotel bills which have grown inordinately during the
past few years. If these rates continue, simple inns as in the olden days may
grow up and cut into the business of the high-priced hotels. Lower charges
for both railroads and hotels will mitigate but not entirely eliminate the
automobile competition. The motor car is here to stay and automobile travel
will continue to increase. It is no longer a theory but a condition which
exists, and the railroads and hotels should adopt the policy of the wily
politician,—who said, “If you can’t lick ’em, jine ’em,”—meet the
automobile half way and make the most of it.
If predictions of those in close touch with the automobile business be any
criterion the railroads will feel the influence of the motor car more and
more. H. F. Blanchard, writing in Popular Science Monthly, January, 1923,
p. 26, claims that the $150 passenger car is in sight, and that the “saturation
point” which has been a worry for years has not yet arrived and will not if
the lowering of prices keeps pace with increased production. It is pointed
out that the production of automobiles and trucks is still increasing. The
1922 output (2,577,220 machines) is more than the 1920 output (2,276,000)
and these are bought by the public as fast as made. Mr. Durant, a prominent
manufacturer, is quoted as saying that: “The development of a cheaper car
than we now believe possible is only a question of the development of the
highways. Millions more of automobiles would be in use in America to-day
if the conditions of our highways permitted. When our automobiles can be
built to run on highways that are on the average as good as our city streets
—and this is bound to come sooner or later—we shall have lighter, better
and far cheaper cars. And the time is not far distant.”
In Roger W. Babson’s weekly comment dated September 30, 1922, we
read:
Page 172
Railroads have already felt the effects of pleasure automobiles, but they have not really begun yet
to feel the effects of auto trucking. The trucking of goods within a radii of 50 or 100 miles has only
begun and this radius may readily be extended to cover 200 or 250 miles. Transcontinental systems ...
have nothing to fear from trucks. In fact the trucks may help them. Other roads [those intermediate in
length] can survive and perhaps profit under this competition. With roads such as [short-line roads]
this is not true. These roads are bound to suffer far more from the truck than they now think possible.
We shall live to see great highways built by the state exclusively for truck use. Railroads are
destined ultimately to lose all of their short haul business and hence the roads which are in
comparatively small and compact territories are sure to suffer. The only hope for some roads ... is to
sell certain of their rights of way to the state in order that the tracks may be removed and concrete
highways laid in their place. Many roads have parallel lines to-day under their control. The wise
railroad company will develop one of these for itself and will sell the other at a good price to the state
for a concrete truck highway.
If the steam railroads are feeling the competition of the motor, the
interurban trolley lines and the street-car companies are harder hit. The
interurban lines are most of them short and depend upon local traffic. Their
cars stopped at any cross-road along the way to pick up passengers and
freight. But the motor transport is going them one better; it picks up its load
at the front gate, saving the trouble of even a short walk, or in the case of
freight, of loading and unloading and a short haul to the track.
The case of street-car lines is slightly different. So many persons are
purchasing and daily using automobiles to go to and from business that the
street-car people have complained bitterly. Many lines are running behind
and one at least, Des Moines, Iowa, entirely stopped operation (August,
1917). The moment they found their revenues decreasing they ran to the
railway commissions and city councils with requests for permits to increase
rates of fare. The increase when allowed not only failed to alleviate but
aggravated the trouble. Even old-fashioned persons who formerly traveled
home for luncheon and back afterward began patronizing cafeterias and
clubs. The habit of eating noon luncheon down town was soon formed.
Others emulated their example, resulting in the loss of hundreds and even
thousands of fares per week. Riding to and from work in an automobile has
a fascination for most men, and every one in a street car who sees his
neighbor whizzing along by the side vows that he, too, will drive a car as
soon as he can save enough money to make the first payment. Useless for
the street car managers to try to prove to him that the expenses of a car—
gas, oil, tires, repairs and depreciation—are vastly greater than street car
fares; everybody knows that, but he must be in the style. Farmers, as the
implement dealers have found to their sorrow, will do without or tinker up
old harvesters and plows in order to enjoy the pleasure of owning an
to feel the effects of auto trucking. The trucking of goods within a radii of 50 or 100 miles has only
begun and this radius may readily be extended to cover 200 or 250 miles. Transcontinental systems ...
have nothing to fear from trucks. In fact the trucks may help them. Other roads [those intermediate in
length] can survive and perhaps profit under this competition. With roads such as [short-line roads]
this is not true. These roads are bound to suffer far more from the truck than they now think possible.
We shall live to see great highways built by the state exclusively for truck use. Railroads are
destined ultimately to lose all of their short haul business and hence the roads which are in
comparatively small and compact territories are sure to suffer. The only hope for some roads ... is to
sell certain of their rights of way to the state in order that the tracks may be removed and concrete
highways laid in their place. Many roads have parallel lines to-day under their control. The wise
railroad company will develop one of these for itself and will sell the other at a good price to the state
for a concrete truck highway.
If the steam railroads are feeling the competition of the motor, the
interurban trolley lines and the street-car companies are harder hit. The
interurban lines are most of them short and depend upon local traffic. Their
cars stopped at any cross-road along the way to pick up passengers and
freight. But the motor transport is going them one better; it picks up its load
at the front gate, saving the trouble of even a short walk, or in the case of
freight, of loading and unloading and a short haul to the track.
The case of street-car lines is slightly different. So many persons are
purchasing and daily using automobiles to go to and from business that the
street-car people have complained bitterly. Many lines are running behind
and one at least, Des Moines, Iowa, entirely stopped operation (August,
1917). The moment they found their revenues decreasing they ran to the
railway commissions and city councils with requests for permits to increase
rates of fare. The increase when allowed not only failed to alleviate but
aggravated the trouble. Even old-fashioned persons who formerly traveled
home for luncheon and back afterward began patronizing cafeterias and
clubs. The habit of eating noon luncheon down town was soon formed.
Others emulated their example, resulting in the loss of hundreds and even
thousands of fares per week. Riding to and from work in an automobile has
a fascination for most men, and every one in a street car who sees his
neighbor whizzing along by the side vows that he, too, will drive a car as
soon as he can save enough money to make the first payment. Useless for
the street car managers to try to prove to him that the expenses of a car—
gas, oil, tires, repairs and depreciation—are vastly greater than street car
fares; everybody knows that, but he must be in the style. Farmers, as the
implement dealers have found to their sorrow, will do without or tinker up
old harvesters and plows in order to enjoy the pleasure of owning an
Page 173
automobile. The mechanic may change his seven-passenger for a light-four
as wages go down but he still insists on riding his own car. The merchant
while complaining that others should give up their machines and pay their
bills, hangs on to his own with the grip of death. Women, even, are willing
to give up pretty dresses and wear khaki overalls at least half the time. It
looks as though many will hereafter live a nomadic life using their cars and
garages more than their one- and two-room apartments. Stop the people
from using motors and force them back to the street cars? Never, until the
hardships of living reach the state of starvation and nakedness.
In addition to the owners of automobiles there are the taxicabs, “jitneys,”
and buses. If the street car system is the logical plant it is desired to
maintain for the good of the community then these others are weeds if
allowed free rein. If, when the street-car companies go bankrupt and quit
business, the motor cars could give a better service, outside of the fact that
property had been destroyed without compensation, no particular damage
would be noticeable to the community as a whole. But the experience of
Des Moines shows that while special efforts were made to transport every
one; buses were brought in from distant cities and owners of cars most
freely picked up the pedestrians, nevertheless, there was much
inconvenience and discontent. Private cars cannot long be depended on to
carry free the throng; taxicabs are too expensive, insufficient in number and
have no regular schedule; jitneys are unreliable sporadic cars, and half of
them go out of business on days of bad weather. There is left then the buses.
These may be made of such size and be run with such regularity as to be
really valuable for local transportation service. No doubt they will survive
and always be a strong competitor of the electric surface street car. Not
being confined to a track they load and unload at the curb thus eliminating
an element of danger from passing vehicles much feared by timid people.
Not having to keep up a track, trolley lines, or a plant for generating
electricity the expenses are not particularly great per bus, from $25 to $35
per day will cover them, it is estimated,[161] which puts the bus on a par in
this respect with the small street car.
as wages go down but he still insists on riding his own car. The merchant
while complaining that others should give up their machines and pay their
bills, hangs on to his own with the grip of death. Women, even, are willing
to give up pretty dresses and wear khaki overalls at least half the time. It
looks as though many will hereafter live a nomadic life using their cars and
garages more than their one- and two-room apartments. Stop the people
from using motors and force them back to the street cars? Never, until the
hardships of living reach the state of starvation and nakedness.
In addition to the owners of automobiles there are the taxicabs, “jitneys,”
and buses. If the street car system is the logical plant it is desired to
maintain for the good of the community then these others are weeds if
allowed free rein. If, when the street-car companies go bankrupt and quit
business, the motor cars could give a better service, outside of the fact that
property had been destroyed without compensation, no particular damage
would be noticeable to the community as a whole. But the experience of
Des Moines shows that while special efforts were made to transport every
one; buses were brought in from distant cities and owners of cars most
freely picked up the pedestrians, nevertheless, there was much
inconvenience and discontent. Private cars cannot long be depended on to
carry free the throng; taxicabs are too expensive, insufficient in number and
have no regular schedule; jitneys are unreliable sporadic cars, and half of
them go out of business on days of bad weather. There is left then the buses.
These may be made of such size and be run with such regularity as to be
really valuable for local transportation service. No doubt they will survive
and always be a strong competitor of the electric surface street car. Not
being confined to a track they load and unload at the curb thus eliminating
an element of danger from passing vehicles much feared by timid people.
Not having to keep up a track, trolley lines, or a plant for generating
electricity the expenses are not particularly great per bus, from $25 to $35
per day will cover them, it is estimated,[161] which puts the bus on a par in
this respect with the small street car.
Page 174
© Underwood and Underwood
TRACKLESS TROLLEY OPERATED ON STATEN ISLAND, N. Y.
TRACKLESS TROLLEY OPERATED ON STATEN ISLAND, N. Y.
Page 175
© Underwood and Underwood
GASOLINE LOCOMOTIVE AND TRAILER
Operated by the Chicago & Great Western R. R.
There is a legitimate field for these buses in the smaller cities and on
streets in large cities not easily reached by, or upon which it is desirable not
to have street-car tracks. But they should not be free lances—they should be
under regulations as street cars are under regulations, they should make
scheduled trips, they should be backed by capital or insurance sufficient to
pay indemnities in cases of accident and upon payment of license fees are
entitled to protection and possibly monopoly in their prescribed territory.
A cheap form of transportation, either electric trolley, with or without
track, or buses, is absolutely necessary. Buses and individual jitneys cannot,
where the business is heavy, carry passengers as cheaply as the electric
street car, but for a more limited traffic the buses may take their place, and
for still less traffic jitneys can find a useful occupation. If buses and jitneys
are allowed absolute freedom without restrictions as to schedule or route
GASOLINE LOCOMOTIVE AND TRAILER
Operated by the Chicago & Great Western R. R.
There is a legitimate field for these buses in the smaller cities and on
streets in large cities not easily reached by, or upon which it is desirable not
to have street-car tracks. But they should not be free lances—they should be
under regulations as street cars are under regulations, they should make
scheduled trips, they should be backed by capital or insurance sufficient to
pay indemnities in cases of accident and upon payment of license fees are
entitled to protection and possibly monopoly in their prescribed territory.
A cheap form of transportation, either electric trolley, with or without
track, or buses, is absolutely necessary. Buses and individual jitneys cannot,
where the business is heavy, carry passengers as cheaply as the electric
street car, but for a more limited traffic the buses may take their place, and
for still less traffic jitneys can find a useful occupation. If buses and jitneys
are allowed absolute freedom without restrictions as to schedule or route
Page 176
they will skim the cream from the street transportation business and so
reduce the revenues of the street cars that they will have to discontinue
operation. A thing so undesirable that the public will have to subsidize the
street cars and guarantee a certain percentage of earnings or take over their
ownership, run them at a nominal fare and let the taxpayer take care of the
deficit. By these means those persons who ride their own automobiles, the
heavier taxpayers, who are, or should be, most vitally interested in
maintaining cheap transportation for the unfortunate residue who cannot
possibly afford automobiles, yet whose labor is absolutely essential to the
industrial and commercial prosperity of the city, will be required to pay a
portion of the upkeep of street-car transportation. If a subsidy be adopted it
would be better that it should not be a direct guaranty of a fixed percentage
of earnings for in that manner there is no premium on efficiency as our
Government found to its cost in dealing with the railroads during the recent
war. It would be better if some sort of a sliding scale could be worked out
whereby the lines should be relieved of occupational taxes or license fees in
proportion as they lowered fares, and such that the lower the fares the
greater the percentage of profit they might earn.
The contract or charter might provide that all earnings above a specified
percentage, due allowance having been made for operation, repairs, and
upkeep, on bona fide capital invested should be turned over to the city as a
license for the use of the streets. For example with a fare of three cents the
city might guarantee a 5 per cent income, but allow, by reduction of taxes
and all payments to the city an earning of 10 per cent; on a five cent fare
guarantee 3 per cent and allow earnings of 8 per cent; and so on as shown
by the accompanying table the figures of which are merely illustrative:
With a fare The City And allows an
of Guarantees earning of
3 cents 4 per cent 10 per cent
4 31⁄2 9
5 3 8
6 2 7
7 1 6
8 0 5
To make a workable contract of this sort there would first have to be an
agreement as to the corporation capital upon which earning percentages are
to be based. If this could be made equal to the real investment it would be
reduce the revenues of the street cars that they will have to discontinue
operation. A thing so undesirable that the public will have to subsidize the
street cars and guarantee a certain percentage of earnings or take over their
ownership, run them at a nominal fare and let the taxpayer take care of the
deficit. By these means those persons who ride their own automobiles, the
heavier taxpayers, who are, or should be, most vitally interested in
maintaining cheap transportation for the unfortunate residue who cannot
possibly afford automobiles, yet whose labor is absolutely essential to the
industrial and commercial prosperity of the city, will be required to pay a
portion of the upkeep of street-car transportation. If a subsidy be adopted it
would be better that it should not be a direct guaranty of a fixed percentage
of earnings for in that manner there is no premium on efficiency as our
Government found to its cost in dealing with the railroads during the recent
war. It would be better if some sort of a sliding scale could be worked out
whereby the lines should be relieved of occupational taxes or license fees in
proportion as they lowered fares, and such that the lower the fares the
greater the percentage of profit they might earn.
The contract or charter might provide that all earnings above a specified
percentage, due allowance having been made for operation, repairs, and
upkeep, on bona fide capital invested should be turned over to the city as a
license for the use of the streets. For example with a fare of three cents the
city might guarantee a 5 per cent income, but allow, by reduction of taxes
and all payments to the city an earning of 10 per cent; on a five cent fare
guarantee 3 per cent and allow earnings of 8 per cent; and so on as shown
by the accompanying table the figures of which are merely illustrative:
With a fare The City And allows an
of Guarantees earning of
3 cents 4 per cent 10 per cent
4 31⁄2 9
5 3 8
6 2 7
7 1 6
8 0 5
To make a workable contract of this sort there would first have to be an
agreement as to the corporation capital upon which earning percentages are
to be based. If this could be made equal to the real investment it would be
Page 177
absolutely just to both the public and the corporation. However, the so-
called unearned increment would in some cases have to be considered.
Publicity in accounting, capitalization, bonded indebtedness and earnings,
and the feeling engendered that the public is in a sense a co-partner with the
corporation would add to more harmonious relations between the two.
Similar contracts might be arranged between bus lines and the city, or
between bus lines and the state where rural roads are used, and between
railroad and other transportation corporations and the Federal Government
for interstate lines.
Objection may be raised to this plan on the ground that it violates usury
laws. Nearly every state in the Union provides by law for a maximum rate
of interest. Laws of this kind have existed almost since the beginning of
history and are so imbedded in the minds of the people that they believe 6
or 7 per cent is all a public service corporation should be allowed to make
on its investment, when as a matter of fact all sorts of private businesses are
making profits many times that amount without hindrance by law or public
sentiment. People who risk money in adventures which are in general for
the good of the public should be allowed returns fully as high as those
suggested, even though they do go beyond the customary 7 percent.
Whatever the right figures are careful accounting and publicity will have a
tendency to establish, and once established they ought to be as stable and
permanent as life insurance rates and thus encourage the investment of
funds in such enterprises.
Legitimate Fields of Transportation Agencies. —Agreeing, then, that
the present systems of transportation should not be put out of business by
less efficient ones, what seems to be the most feasible interrelations that
will allow all of them to live and let live?
There seems to be no doubt but what the railroads can and do transport
large quantities long distances quicker, better, and more efficiently than can
be done on the highways. Highways may be considered as feeders of the
railways. With good roads the zone from which the railway can profitably
draw products for long distance or quantity transportation is widened, and
again widened very materially when better roads allow the use of motors in
place of horses. This, if no other railway interferes, means a larger grand
total of traffic hauled. Again the character of the farming along the zone
served by a railroad will depend upon the facilities for marketing as well as
soil and climate. Those products ordinarily called perishable may be raised
called unearned increment would in some cases have to be considered.
Publicity in accounting, capitalization, bonded indebtedness and earnings,
and the feeling engendered that the public is in a sense a co-partner with the
corporation would add to more harmonious relations between the two.
Similar contracts might be arranged between bus lines and the city, or
between bus lines and the state where rural roads are used, and between
railroad and other transportation corporations and the Federal Government
for interstate lines.
Objection may be raised to this plan on the ground that it violates usury
laws. Nearly every state in the Union provides by law for a maximum rate
of interest. Laws of this kind have existed almost since the beginning of
history and are so imbedded in the minds of the people that they believe 6
or 7 per cent is all a public service corporation should be allowed to make
on its investment, when as a matter of fact all sorts of private businesses are
making profits many times that amount without hindrance by law or public
sentiment. People who risk money in adventures which are in general for
the good of the public should be allowed returns fully as high as those
suggested, even though they do go beyond the customary 7 percent.
Whatever the right figures are careful accounting and publicity will have a
tendency to establish, and once established they ought to be as stable and
permanent as life insurance rates and thus encourage the investment of
funds in such enterprises.
Legitimate Fields of Transportation Agencies. —Agreeing, then, that
the present systems of transportation should not be put out of business by
less efficient ones, what seems to be the most feasible interrelations that
will allow all of them to live and let live?
There seems to be no doubt but what the railroads can and do transport
large quantities long distances quicker, better, and more efficiently than can
be done on the highways. Highways may be considered as feeders of the
railways. With good roads the zone from which the railway can profitably
draw products for long distance or quantity transportation is widened, and
again widened very materially when better roads allow the use of motors in
place of horses. This, if no other railway interferes, means a larger grand
total of traffic hauled. Again the character of the farming along the zone
served by a railroad will depend upon the facilities for marketing as well as
soil and climate. Those products ordinarily called perishable may be raised
Page 178
if the roads are good so that they may be marketed quickly and cheap
enough to compete with other localities. Such produce yield a larger net
return per acre than the staple grain products. Intensive farming is usually
necessary in such cases so that a smaller farm will support a family
allowing an increase in rural population, a thing most highly desirable in
this country. The railroad benefits again, then, because of the increased
produce raised by intensive farming brought about by quick marketing
facilities, and by increased freight and passenger traffic necessary to supply
the greater population.
Furthermore, if roads were good throughout the year marketing would be
spread over the entire period and there would not at times be a glut with
corresponding scarcity of cars, and other facilities for handling. If cars,
warehouses and elevators were sufficient to care for these periods there
would be an over supply of facilities at other times and capital would be
unnecessarily tied up producing larger overhead charges. With good roads
there would likewise be less need for large quantities of money at particular
periods of the year as uniform marketing would allow a smaller capital to
be turned oftener. Moreover, unproductive branch lines would by the
increased traffic brought to them by the improved highways be either made
productive or they could be dispensed with altogether. The unproductive
short-haul traffic would then be cared for by electric railways, motor trucks
or even by horse wagons.
Intra City Traffic. —Mr. J. C. Thirlwall, of the railway and tractive
engineering department of the General Electric Company (General Electric
Review, Vol. XXIV, pp. 974-985), discussing the fields of the rail car,
trolley bus and gasoline bus, tabulates the respective costs of these types on
a comparative basis for a variety of conditions. In general the calculations
indicate that:
(a) Where rush hour headways of 3 min. or less are required with safety cars, rail cars are the most
economical and up to 6 min. headways offer successful competition to the other types where the road
is a going concern.
(b) On longer headways the trolley bus appears to have the advantage due to the lower fixed
charges.
(c) The gasoline bus on account of higher operating expense does not offer competition to the rail
car until minimum headways of 10 min. are reached on new routes and 20 min. on existing lines.
(d) The trolley bus is more economical than the gasoline bus up to headways of 60 min. or longer.
A tabulation of the respective fields is as follows:
Minimum headways, 3 min. or less; rail cars.
Minimum headways, 3 to 6 min.; rail cars or trolley bus.
Minimum headways, 6 to 60 min.; trolley bus.
enough to compete with other localities. Such produce yield a larger net
return per acre than the staple grain products. Intensive farming is usually
necessary in such cases so that a smaller farm will support a family
allowing an increase in rural population, a thing most highly desirable in
this country. The railroad benefits again, then, because of the increased
produce raised by intensive farming brought about by quick marketing
facilities, and by increased freight and passenger traffic necessary to supply
the greater population.
Furthermore, if roads were good throughout the year marketing would be
spread over the entire period and there would not at times be a glut with
corresponding scarcity of cars, and other facilities for handling. If cars,
warehouses and elevators were sufficient to care for these periods there
would be an over supply of facilities at other times and capital would be
unnecessarily tied up producing larger overhead charges. With good roads
there would likewise be less need for large quantities of money at particular
periods of the year as uniform marketing would allow a smaller capital to
be turned oftener. Moreover, unproductive branch lines would by the
increased traffic brought to them by the improved highways be either made
productive or they could be dispensed with altogether. The unproductive
short-haul traffic would then be cared for by electric railways, motor trucks
or even by horse wagons.
Intra City Traffic. —Mr. J. C. Thirlwall, of the railway and tractive
engineering department of the General Electric Company (General Electric
Review, Vol. XXIV, pp. 974-985), discussing the fields of the rail car,
trolley bus and gasoline bus, tabulates the respective costs of these types on
a comparative basis for a variety of conditions. In general the calculations
indicate that:
(a) Where rush hour headways of 3 min. or less are required with safety cars, rail cars are the most
economical and up to 6 min. headways offer successful competition to the other types where the road
is a going concern.
(b) On longer headways the trolley bus appears to have the advantage due to the lower fixed
charges.
(c) The gasoline bus on account of higher operating expense does not offer competition to the rail
car until minimum headways of 10 min. are reached on new routes and 20 min. on existing lines.
(d) The trolley bus is more economical than the gasoline bus up to headways of 60 min. or longer.
A tabulation of the respective fields is as follows:
Minimum headways, 3 min. or less; rail cars.
Minimum headways, 3 to 6 min.; rail cars or trolley bus.
Minimum headways, 6 to 60 min.; trolley bus.
Page 179
Minimum headways, 60 min. or more; gasoline bus.
This does not mean that existing lines with headways of 71⁄2 to 10
minutes should be scrapped and replaced with the newer forms of
transportation. It would not pay to do this until a headway greater than 15 or
20 minutes has been reached.
Length of Haul for Economical Trucking. —The railroads would not
be alone in the benefits due to better roads. Truck lines could be established
to care for freight and passenger traffic between farm and station. Here the
truck and railroads would coöperate, there would be no competition, for
each would be performing a function incapable (or unprofitable) of
performance by the other; the net result would be a benefit to the entire
community. But most transport lines that are being established come into
actual competition with existing railroad lines. Just how far a motor truck
may profitably compete with the railway depends, of course, on the relative
costs of transportation. Mr. Cabot[162] calculates that twelve miles is the
dividing line between motor truck transport and rail transport. He figures
the cost of delivery and removal from the railway station at 15 cents per
hundred weight, or $3 per ton at each end for terminal charges and that the
cost of motor truck haul is at least 50 cents per ton mile. A ton may be
hauled, therefore, on truck, 12 miles to balance the railway terminal
expense or charge.
A formula might be worked out this way.
Let x = the number of miles where rail and truck charges just balance;
m = motor truck charge per ton-mile;
r = rail charge per ton-mile;
t = terminal railroad charge-cost of collecting and delivery to the
railroad plus the cost of removal from the railroad.
Thus motor charge for x miles is mx and railroad charge for same
distance is rx + t, equating these,
mx = rx + t.
Solving for the distance traveled,
t
x= .
m-r
This does not mean that existing lines with headways of 71⁄2 to 10
minutes should be scrapped and replaced with the newer forms of
transportation. It would not pay to do this until a headway greater than 15 or
20 minutes has been reached.
Length of Haul for Economical Trucking. —The railroads would not
be alone in the benefits due to better roads. Truck lines could be established
to care for freight and passenger traffic between farm and station. Here the
truck and railroads would coöperate, there would be no competition, for
each would be performing a function incapable (or unprofitable) of
performance by the other; the net result would be a benefit to the entire
community. But most transport lines that are being established come into
actual competition with existing railroad lines. Just how far a motor truck
may profitably compete with the railway depends, of course, on the relative
costs of transportation. Mr. Cabot[162] calculates that twelve miles is the
dividing line between motor truck transport and rail transport. He figures
the cost of delivery and removal from the railway station at 15 cents per
hundred weight, or $3 per ton at each end for terminal charges and that the
cost of motor truck haul is at least 50 cents per ton mile. A ton may be
hauled, therefore, on truck, 12 miles to balance the railway terminal
expense or charge.
A formula might be worked out this way.
Let x = the number of miles where rail and truck charges just balance;
m = motor truck charge per ton-mile;
r = rail charge per ton-mile;
t = terminal railroad charge-cost of collecting and delivery to the
railroad plus the cost of removal from the railroad.
Thus motor charge for x miles is mx and railroad charge for same
distance is rx + t, equating these,
mx = rx + t.
Solving for the distance traveled,
t
x= .
m-r
Page 180
With Mr. Cabot’s figures this formula gives
6.00 600
x= = = 13.5.
.50 - .055 44.5
Using the cost 25 cents per ton mile made up by actual averages
compiled by the Motor Truck Association of America and 5.5 cents used by
Mr. Cabot as the railroad cost charge, there results
6.00 600
x= = = 30 miles.
.25 - .05 20
It will be noticed that this formula contemplates no terminal charge for
the motor truck as it is expected to pick up and deliver the freight at the
doors of the consignor and consignee and that the cost of doing this is
absorbed in the cost per mile. The dividing distance between profitable rail
and freight transportation, x, is seen by the formula to vary directly with the
terminal charge and indirectly with the difference between motor and rail
cost per mile. To lessen this distance is in the interest of the railroads and
can be accomplished by decreasing the terminal charges and the cost of
transportation per ton-mile. Express companies have for years
accomplished this by employing the system of free collection and delivery,
and railways in England do likewise. The motor transport companies will
have to decrease their cost per ton-mile in order to increase the distance that
it is profitable for the shipper to utilize motor trucks. If the difference in
cost per ton-mile could be reduced to twelve cents with terminal costs at $6
per ton, and doubtless this may be done under favorable circumstances, the
distance would be lengthened to 50 miles. This is probably the maximum
motor truck haul which can in general profitably compete with rail
transportation. With better roads, larger trucks, trailers, or, in special cases,
with certain classes of goods and commodities, longer hauls will be
profitable.
The distances which it seems profitable to do trucking are continually
being lengthened. Forrest Crissey, writing in the Saturday Evening Post of
December 16, 1922, relates a case in which household goods were hauled
from Boston to Cleveland at a saving over rail rates and expenses incurred
by delays of $417.50 on the shipment.
His figures summarized are as follows:
6.00 600
x= = = 13.5.
.50 - .055 44.5
Using the cost 25 cents per ton mile made up by actual averages
compiled by the Motor Truck Association of America and 5.5 cents used by
Mr. Cabot as the railroad cost charge, there results
6.00 600
x= = = 30 miles.
.25 - .05 20
It will be noticed that this formula contemplates no terminal charge for
the motor truck as it is expected to pick up and deliver the freight at the
doors of the consignor and consignee and that the cost of doing this is
absorbed in the cost per mile. The dividing distance between profitable rail
and freight transportation, x, is seen by the formula to vary directly with the
terminal charge and indirectly with the difference between motor and rail
cost per mile. To lessen this distance is in the interest of the railroads and
can be accomplished by decreasing the terminal charges and the cost of
transportation per ton-mile. Express companies have for years
accomplished this by employing the system of free collection and delivery,
and railways in England do likewise. The motor transport companies will
have to decrease their cost per ton-mile in order to increase the distance that
it is profitable for the shipper to utilize motor trucks. If the difference in
cost per ton-mile could be reduced to twelve cents with terminal costs at $6
per ton, and doubtless this may be done under favorable circumstances, the
distance would be lengthened to 50 miles. This is probably the maximum
motor truck haul which can in general profitably compete with rail
transportation. With better roads, larger trucks, trailers, or, in special cases,
with certain classes of goods and commodities, longer hauls will be
profitable.
The distances which it seems profitable to do trucking are continually
being lengthened. Forrest Crissey, writing in the Saturday Evening Post of
December 16, 1922, relates a case in which household goods were hauled
from Boston to Cleveland at a saving over rail rates and expenses incurred
by delays of $417.50 on the shipment.
His figures summarized are as follows:
Page 181
Rail—
Crating and Hauling to Station $ 300.00
Freight 150.00
Hauling and Uncrating at destination 75.00
Hotel Bill of Family of five, two rooms and board, while waiting 525.00
House rental while waiting 67.50
Total $1117.50
Van company’s charge from home to home $ 700.00
Calculated saving $ 417.50
It should be remembered that certain kinds of goods, such as household,
lend themselves readily to truck shipments. With this class of goods
expensive packing and several handlings are eliminated. Such is true of
much merchandise which can be delivered directly from the store of the
seller to the door of the buyer; to many varieties of manufactured goods
which are sold within comparatively short distances of the factory. Each
case should be worked out for itself and all the various kinds of
transportation used that prove to be practical and economical. Where large
concerns like packing houses are supplied with railway tracks right to their
doors, shipping in car load and train load lots is not only more economical
but absolutely necessary where such large quantities are transported in
refrigerator cars. But for distribution to towns near-by the truck is much
more convenient and economical. It is impossible to say for so-many-miles
it is cheaper to ship by truck, because each commodity must be considered
individually in connection with the character of the roads, the conditions of
weather and climate, and the time of delivery. While the case of shipping
household goods alluded to above proved very successful the next one
might meet inclement weather, the truck might have to remain out in the
rain and some of the goods become damaged, as was the case of one such
shipment that came under the writer’s observation. A single swallow does
not make a summer, but the trend is no doubt toward much longer truck
trips. And as the roads and vehicles become stabilized and standardized this
will be even more evident. For example, milk collected at stations 50 and
60 miles from the large cities can be hauled in to market in large tank cars
which are built somewhat on the thermos or vacuum bottle principle, the
milk arriving at its destination cooler and in every way better than if hauled
in small containers. The truck has a large field open for its especial
qualities. Let it confine its operations to these and rail competition will not
injure it.
Crating and Hauling to Station $ 300.00
Freight 150.00
Hauling and Uncrating at destination 75.00
Hotel Bill of Family of five, two rooms and board, while waiting 525.00
House rental while waiting 67.50
Total $1117.50
Van company’s charge from home to home $ 700.00
Calculated saving $ 417.50
It should be remembered that certain kinds of goods, such as household,
lend themselves readily to truck shipments. With this class of goods
expensive packing and several handlings are eliminated. Such is true of
much merchandise which can be delivered directly from the store of the
seller to the door of the buyer; to many varieties of manufactured goods
which are sold within comparatively short distances of the factory. Each
case should be worked out for itself and all the various kinds of
transportation used that prove to be practical and economical. Where large
concerns like packing houses are supplied with railway tracks right to their
doors, shipping in car load and train load lots is not only more economical
but absolutely necessary where such large quantities are transported in
refrigerator cars. But for distribution to towns near-by the truck is much
more convenient and economical. It is impossible to say for so-many-miles
it is cheaper to ship by truck, because each commodity must be considered
individually in connection with the character of the roads, the conditions of
weather and climate, and the time of delivery. While the case of shipping
household goods alluded to above proved very successful the next one
might meet inclement weather, the truck might have to remain out in the
rain and some of the goods become damaged, as was the case of one such
shipment that came under the writer’s observation. A single swallow does
not make a summer, but the trend is no doubt toward much longer truck
trips. And as the roads and vehicles become stabilized and standardized this
will be even more evident. For example, milk collected at stations 50 and
60 miles from the large cities can be hauled in to market in large tank cars
which are built somewhat on the thermos or vacuum bottle principle, the
milk arriving at its destination cooler and in every way better than if hauled
in small containers. The truck has a large field open for its especial
qualities. Let it confine its operations to these and rail competition will not
injure it.
Page 182
Short-Haul Roads Reduce Express Rates. —The Boston & Maine
Railroad is reducing express rates between Boston and towns within a
radius of 50 miles in an effort to win back short-haul traffic lost to motor
trucks.[163] The average reduction is given as about 40 per cent on less than
carload lots. The old rail service rate between Lynn and Boston was $1.50
per ton, 71⁄2 cents per hundred, with a minimum loading of 20,000 pounds
per car, while the truck service charge is about $3 per ton, yet it is estimated
that 80 to 90 per cent of the business was by truck. The reduced rail rate is 5
cents per hundred, $1 per ton with the minimum loading eliminated. It
remains to be seen whether people are willing to pay a higher rate to ship by
truck, or whether the trucks will meet the express rates. The railroads may
still lower costs by one or two other devices: They may use lighter weight
cars and locomotives; they may use gasoline motor cars such as the
McKeen used on several branch line runs by the Union Pacific, or a motor
car now being tried out capable of running on rails or on the pavements at
will. Such a car would take advantage of the light traction on the rails
between stations but could go through the main streets to pick up its load. A
rail-motor bus following the main features of the street bus and embodying
“the same elements of simplicity in construction, reliability in performance,
flexibility in operation, light weight, and low first cost,”[164] has been built
and operated at an average of 14 miles to the gallon of gasoline, a sufficient
indication that it can save in operating expenses. The car weighs 11,000
pounds and has a maximum speed of 30 miles per hour, and when required
trailers may be used without materially decreasing the speed.
Avoiding Waste. —Such methods of cheapening and bettering railroad
transportation together with a lowering of rates generally to a point that the
traffic can bear, and the adoption of managerial methods that will lessen
avoidable wastes, which the railroad unions estimate at one billion dollars
per year,[165] may eventuate in a rehabilitation and stabilization of the
railway industry. The taking over by motor trucks of short-haul freight and
passenger traffic, even though it cause the discontinuation of unprofitable
branch lines may prove to roads but a pruning which will be beneficial and
inure to the growth of the main trunk and remaining healthy branches.
William H. Manse, a member of the Congressional Joint Commission of
Agricultural Inquiry,[166] has called attention to another economic waste. He
states that “city freight houses were established when team hauling was the
only hauling.” These now are the cause of much congestion because of the
Railroad is reducing express rates between Boston and towns within a
radius of 50 miles in an effort to win back short-haul traffic lost to motor
trucks.[163] The average reduction is given as about 40 per cent on less than
carload lots. The old rail service rate between Lynn and Boston was $1.50
per ton, 71⁄2 cents per hundred, with a minimum loading of 20,000 pounds
per car, while the truck service charge is about $3 per ton, yet it is estimated
that 80 to 90 per cent of the business was by truck. The reduced rail rate is 5
cents per hundred, $1 per ton with the minimum loading eliminated. It
remains to be seen whether people are willing to pay a higher rate to ship by
truck, or whether the trucks will meet the express rates. The railroads may
still lower costs by one or two other devices: They may use lighter weight
cars and locomotives; they may use gasoline motor cars such as the
McKeen used on several branch line runs by the Union Pacific, or a motor
car now being tried out capable of running on rails or on the pavements at
will. Such a car would take advantage of the light traction on the rails
between stations but could go through the main streets to pick up its load. A
rail-motor bus following the main features of the street bus and embodying
“the same elements of simplicity in construction, reliability in performance,
flexibility in operation, light weight, and low first cost,”[164] has been built
and operated at an average of 14 miles to the gallon of gasoline, a sufficient
indication that it can save in operating expenses. The car weighs 11,000
pounds and has a maximum speed of 30 miles per hour, and when required
trailers may be used without materially decreasing the speed.
Avoiding Waste. —Such methods of cheapening and bettering railroad
transportation together with a lowering of rates generally to a point that the
traffic can bear, and the adoption of managerial methods that will lessen
avoidable wastes, which the railroad unions estimate at one billion dollars
per year,[165] may eventuate in a rehabilitation and stabilization of the
railway industry. The taking over by motor trucks of short-haul freight and
passenger traffic, even though it cause the discontinuation of unprofitable
branch lines may prove to roads but a pruning which will be beneficial and
inure to the growth of the main trunk and remaining healthy branches.
William H. Manse, a member of the Congressional Joint Commission of
Agricultural Inquiry,[166] has called attention to another economic waste. He
states that “city freight houses were established when team hauling was the
only hauling.” These now are the cause of much congestion because of the
Page 183
delivery there of tremendous amounts of less-than-carload freight. The
loading and unloading tracks being limited much of the freight must pass
through the depot necessitating double handling. Again, in the large cities a
considerable percentage of land in the business section, stated to be from 25
to 30 in Chicago, is occupied by the railroads for tracks, road and station
purposes. This land is worth from $10 to $50 a square foot, and if freight
cars stand upon it intermittently for the receipt and discharge of l.c.l.
freight, it is not earning continuously but, on the other hand, it is spending
every minute in interest, taxes and maintenance. With demountable
containers, which are described in Chapter VII, and the motor truck, and
with concerted action of the railroads, much of this high-value land could
be given over to other business and cheaper land farther out purchased for
trackage.
Enough has been said to intimate a firm belief that the railways as
purveyors of secondary transportation will persist. On economic grounds if
for no other reason, for no cheaper method of transportation, except by
water, has been devised; and secondary transportation over canals and rivers
ought, for the good of the country, to be revived. There is a large class of
freight that could with proper management travel at a slow rate of speed
without any detriment or inconvenience whatsoever to the public.
Carve Out New Fields of Usefulness. —It is quite likely that the newer
systems of transportation, by inter-urban electric railways, by automobile
and motor-truck, and by air-plane and dirigible, will all carve out for
themselves new grooves of usefulness, thus opening up for labor and capital
new fields of endeavor. The telephone did not, as many believed it would,
replace the telegraph; neither, yet, has “wireless” put “wires” out of use.
The telephone, rural free delivery of mail, and the automobile have already
put new life into agriculture. Farming has rapidly reached the enchanted
plane of professionalism and men are as proud now of being farmers as they
were formerly of being lawyers or ministers. And of the three
instrumentalities named, the motor car, including the improved roads it
makes necessary, has probably been most influential. In return the farmers
have supplied themselves with motor vehicles most generously. These will
result in the marketing of increased quantities of food and products that
prior to improved roads and the introduction of the motor car it was
unprofitable to raise because of the cost of transportation, or the time
consumed in transportation, or the condition in which they reached the
loading and unloading tracks being limited much of the freight must pass
through the depot necessitating double handling. Again, in the large cities a
considerable percentage of land in the business section, stated to be from 25
to 30 in Chicago, is occupied by the railroads for tracks, road and station
purposes. This land is worth from $10 to $50 a square foot, and if freight
cars stand upon it intermittently for the receipt and discharge of l.c.l.
freight, it is not earning continuously but, on the other hand, it is spending
every minute in interest, taxes and maintenance. With demountable
containers, which are described in Chapter VII, and the motor truck, and
with concerted action of the railroads, much of this high-value land could
be given over to other business and cheaper land farther out purchased for
trackage.
Enough has been said to intimate a firm belief that the railways as
purveyors of secondary transportation will persist. On economic grounds if
for no other reason, for no cheaper method of transportation, except by
water, has been devised; and secondary transportation over canals and rivers
ought, for the good of the country, to be revived. There is a large class of
freight that could with proper management travel at a slow rate of speed
without any detriment or inconvenience whatsoever to the public.
Carve Out New Fields of Usefulness. —It is quite likely that the newer
systems of transportation, by inter-urban electric railways, by automobile
and motor-truck, and by air-plane and dirigible, will all carve out for
themselves new grooves of usefulness, thus opening up for labor and capital
new fields of endeavor. The telephone did not, as many believed it would,
replace the telegraph; neither, yet, has “wireless” put “wires” out of use.
The telephone, rural free delivery of mail, and the automobile have already
put new life into agriculture. Farming has rapidly reached the enchanted
plane of professionalism and men are as proud now of being farmers as they
were formerly of being lawyers or ministers. And of the three
instrumentalities named, the motor car, including the improved roads it
makes necessary, has probably been most influential. In return the farmers
have supplied themselves with motor vehicles most generously. These will
result in the marketing of increased quantities of food and products that
prior to improved roads and the introduction of the motor car it was
unprofitable to raise because of the cost of transportation, or the time
consumed in transportation, or the condition in which they reached the
Page 184
consumer. This, then, is one of the ways in which the motor car may be
beneficial to both producer and consumer, that is to the entire public. In the
more thickly populated districts the dairy interests practically depend upon
the motor truck; milk reaches its destination in better condition than when
hauled by horses and wagons or when delivered to the railway station,
shipped by train, and hauled again to the distributing agency. Also in
regions near the large cities vegetable gardeners and orchardists are
becoming more and more dependent upon the motor truck for the rapid
transit of their perishable products to the jobber, retailer, or even consumer.
During the railway congestion in the period of the war, not only the
dairymen, gardeners, and orchardists that supplied the large eastern cities
were saved from ruin but the consumers themselves were saved from food
shortage and hunger by the motor car.
This condition is not peculiar to the Eastern states, but applies to the
grower of perishable products near every large market; it also applies to the
raiser of live stock. During the congested period mentioned there was
difficulty to get stock cars in which to ship hogs, sheep, and cattle. Motor
trucks were seized upon and last year there came to the Omaha stock yards
in them more than 200,000 head of live stock, St. Joseph, Missouri, yards
are said to be receiving 2500 head of live stock per day by motor truck.
Sioux City, St. Paul and other markets report similar receipts. The record
day at Indianapolis is given as 6800 head of live stock delivered to the stock
yards in 500 motor trucks from a radius of 50 miles. Hogs delivered by
truck to the early market at Omaha are said to be in much better condition
than those received by train.
In some sorts of transportation light automobile delivery wagons will
give best service; this is especially true where the distance between stops is
such that considerable time may be saved by rapid transit. In still other lines
a horse and wagon may be most efficient; this is especially true where the
stops are continuous or nearly continuous along a street like a milk or ice
route, and where a trained team can be started and stopped by the attendant
from the street by word of mouth.
It seems then that there is room in this country for various kinds of
transportation. The horse and wagon; the light motor and the heavy motor;
the waterways; the electric railroad and the steam railroad. All should work
together in harmony for the good of the Nation. The little handwheel that
opens and closes the throttle valve is of as much importance to the big
beneficial to both producer and consumer, that is to the entire public. In the
more thickly populated districts the dairy interests practically depend upon
the motor truck; milk reaches its destination in better condition than when
hauled by horses and wagons or when delivered to the railway station,
shipped by train, and hauled again to the distributing agency. Also in
regions near the large cities vegetable gardeners and orchardists are
becoming more and more dependent upon the motor truck for the rapid
transit of their perishable products to the jobber, retailer, or even consumer.
During the railway congestion in the period of the war, not only the
dairymen, gardeners, and orchardists that supplied the large eastern cities
were saved from ruin but the consumers themselves were saved from food
shortage and hunger by the motor car.
This condition is not peculiar to the Eastern states, but applies to the
grower of perishable products near every large market; it also applies to the
raiser of live stock. During the congested period mentioned there was
difficulty to get stock cars in which to ship hogs, sheep, and cattle. Motor
trucks were seized upon and last year there came to the Omaha stock yards
in them more than 200,000 head of live stock, St. Joseph, Missouri, yards
are said to be receiving 2500 head of live stock per day by motor truck.
Sioux City, St. Paul and other markets report similar receipts. The record
day at Indianapolis is given as 6800 head of live stock delivered to the stock
yards in 500 motor trucks from a radius of 50 miles. Hogs delivered by
truck to the early market at Omaha are said to be in much better condition
than those received by train.
In some sorts of transportation light automobile delivery wagons will
give best service; this is especially true where the distance between stops is
such that considerable time may be saved by rapid transit. In still other lines
a horse and wagon may be most efficient; this is especially true where the
stops are continuous or nearly continuous along a street like a milk or ice
route, and where a trained team can be started and stopped by the attendant
from the street by word of mouth.
It seems then that there is room in this country for various kinds of
transportation. The horse and wagon; the light motor and the heavy motor;
the waterways; the electric railroad and the steam railroad. All should work
together in harmony for the good of the Nation. The little handwheel that
opens and closes the throttle valve is of as much importance to the big
Page 185
Corliss engine as the large and more spectacular flywheel; the black iron
foundation, grimy with grease, as the bright highly polished brass band
around the cylinder lagging darting and reflecting beams of light into the
eyes of the beholder. Each has its own work to perform and if done well is
deserving of equal honor.
SELECTED REFERENCES
Agricultural Inquiry, Report of Joint Commission on, Published by order of Congress, 1922,
Washington, D. C.
Babson, Roger W., “Weekly Comment” of September 30, 1922, Syndicated.
Banham, W. J. L., “Motor Truck and Railroad Freighting,” Address delivered at Highway Transport
Conference, 1920, published as a bulletin by the National Automobile Chamber of Commerce,
New York.
Blanchard, Harold F., “Is the Day of the $150 Car in Sight,” Popular Science Monthly, January,
1923, p. 26.
Brosseau, A. J., “Is Highway Transport an Aid to Railroads?” Commercial Vehicle, Jan. 15, 1922.
Also published in bulletin form by the National Automobile Chamber of Commerce.
Cabot, Philip, “Root, Hog or Die: The New Englander and His Railroads.” Atlantic Monthly,
August, 1921, p. 258.
Chatburn, G. R., “Highway Engineering,” p. 5. John Wiley & Sons, New York.
Crissey, Forrest, “Our New Transportation System,” Saturday Evening Post, December 16, 1922.
Graham, George M., “Highway Transportation,” Proceedings of the Eighth Annual Meeting of the
United States Chamber of Commerce. “The Motor Vehicle—Competitor or Ally?” National
Automobile Chamber of Commerce.
Green, G. A., “Motor Bus Transportation,” Society of Automotive Engineers, Journal, 1920.
Johnson, Emery R., “Elements of Transportation,” D. Appleton & Company, New York.
MacDonald, Thomas H., “Federal Aid Highways,” Proceedings of the 8th Annual Meeting of the
Chamber of Commerce of the United States.
Norton, S. V., “The Motor Truck as an Aid to Business,” Part I. A. W. Shaw Company, Chicago.
Riggs, Henry E., “Report of the Committee on Interrelation of Highway, Railway, and Waterway
Transport,” National Traffic Association of Chicago, N. A. C. C., 1920.
Thirlwall, J. C., “Fields of the Rail Car, Trolley Bus and Gasoline Bus,” General Electric Review,
Vol. XXIV, pp. 974-985.
White, Windsor T., “Benefits of War Experience,” Proceedings of the Eighth Annual Meeting of the
Chamber of Commerce of the United States.
FOOTNOTES
foundation, grimy with grease, as the bright highly polished brass band
around the cylinder lagging darting and reflecting beams of light into the
eyes of the beholder. Each has its own work to perform and if done well is
deserving of equal honor.
SELECTED REFERENCES
Agricultural Inquiry, Report of Joint Commission on, Published by order of Congress, 1922,
Washington, D. C.
Babson, Roger W., “Weekly Comment” of September 30, 1922, Syndicated.
Banham, W. J. L., “Motor Truck and Railroad Freighting,” Address delivered at Highway Transport
Conference, 1920, published as a bulletin by the National Automobile Chamber of Commerce,
New York.
Blanchard, Harold F., “Is the Day of the $150 Car in Sight,” Popular Science Monthly, January,
1923, p. 26.
Brosseau, A. J., “Is Highway Transport an Aid to Railroads?” Commercial Vehicle, Jan. 15, 1922.
Also published in bulletin form by the National Automobile Chamber of Commerce.
Cabot, Philip, “Root, Hog or Die: The New Englander and His Railroads.” Atlantic Monthly,
August, 1921, p. 258.
Chatburn, G. R., “Highway Engineering,” p. 5. John Wiley & Sons, New York.
Crissey, Forrest, “Our New Transportation System,” Saturday Evening Post, December 16, 1922.
Graham, George M., “Highway Transportation,” Proceedings of the Eighth Annual Meeting of the
United States Chamber of Commerce. “The Motor Vehicle—Competitor or Ally?” National
Automobile Chamber of Commerce.
Green, G. A., “Motor Bus Transportation,” Society of Automotive Engineers, Journal, 1920.
Johnson, Emery R., “Elements of Transportation,” D. Appleton & Company, New York.
MacDonald, Thomas H., “Federal Aid Highways,” Proceedings of the 8th Annual Meeting of the
Chamber of Commerce of the United States.
Norton, S. V., “The Motor Truck as an Aid to Business,” Part I. A. W. Shaw Company, Chicago.
Riggs, Henry E., “Report of the Committee on Interrelation of Highway, Railway, and Waterway
Transport,” National Traffic Association of Chicago, N. A. C. C., 1920.
Thirlwall, J. C., “Fields of the Rail Car, Trolley Bus and Gasoline Bus,” General Electric Review,
Vol. XXIV, pp. 974-985.
White, Windsor T., “Benefits of War Experience,” Proceedings of the Eighth Annual Meeting of the
Chamber of Commerce of the United States.
FOOTNOTES
Page 186
[159] Chatburn’s “Highway Engineering,” Wiley & Sons, N. Y.
[160] Cf. “Root, Hog or Die,” by Philip Cabot, Atlantic Monthly, August, 1921.
[161] This estimate includes the following items:
Heavy Light
Car Car
2 Drivers $8.00-10.00 $10.00 per day $10.00
Tires 4.00- 6.00 6.00 4.00
Oil, etc. .75- 1.00 1.00 .75
Gasoline 3.50- 5.50 5.00 3.50
Depreciation 4.00- 6.00 6.00 4.00
Interest 1.00- 1.50 1.50 1.00
Insurance 1.00- 1.50 1.50 1.00
Garage .50- 1.00 1.00 .50
License, taxes .75- 1.50 1.50 .75
Repairs .50- 1.00 .50 .50
24.00-35.00 $34.00 26.00
[162] “Root, Hog, or Die: The New Englander and His Railroads,” by Philip Cabot, in
Atlantic Monthly, August, 1921, p. 258.
[163] Wall Street Journal, August 26, 1921.
[164] The Railway Review, Chicago, July 30, 1921.
[165] W. Jett Lauck, a union-labor economist, in a report laid before the Railroad Labor
Board, specifies the avoidable wastes as follows:
1. Modernizing locomotives.—Gross reparable deficiencies are pointed out which it is
claimed might be avoided by the applications of improvements such as superheaters, brick arches,
mechanical stokers, feed-water heaters, there would result an annual saving of at least
$272,500,000.
2. Locomotive operation.—The magnitude of the railways’ coal bill is considered and
certain of the larger wastes calculated, and it is concluded that by use of better methods of coal
purchase, coal inspection, careful receipt, and efficient firing of the locomotives, an annual saving
could be effected of at least $50,000,000.
3. Shop organization improvements.—The sad and almost incredible inadequacy and out-of-
date equipment of the railway shops is reviewed, and defenseless wastes considered, and it is
conservatively estimated that by a proper shop organization an annual saving could be effected of
at least $17,000,000.
4. Power-plant fuel savings.—The obsolete and wasteful condition of the power plants in the
railway shops is considered, and it is estimated that in this field the possible saving of fuel would
by itself amount to an annual total of $10,000,000.
5. Water-consumption savings.—The railroads’ expenditure in maintenance of way and
structure is reviewed, necessary wastes noted, and it is estimated that easily attainable savings in
the consumption of water alone would amount annually to $12,600,000.
6. Service of supply savings.—The expenditure of the railways for supplies has been
inquired into and the avoidable losses surveyed, and it is estimated that the wastes and abuses
amount annually to not less than $75,000,000.
7. Shop accounting savings.—Attention has been given to the matter of uniform railroad
statistics and the use of efficient methods of cost accounting. An annual saving would be feasible
to the amount of $10,900,000.
[160] Cf. “Root, Hog or Die,” by Philip Cabot, Atlantic Monthly, August, 1921.
[161] This estimate includes the following items:
Heavy Light
Car Car
2 Drivers $8.00-10.00 $10.00 per day $10.00
Tires 4.00- 6.00 6.00 4.00
Oil, etc. .75- 1.00 1.00 .75
Gasoline 3.50- 5.50 5.00 3.50
Depreciation 4.00- 6.00 6.00 4.00
Interest 1.00- 1.50 1.50 1.00
Insurance 1.00- 1.50 1.50 1.00
Garage .50- 1.00 1.00 .50
License, taxes .75- 1.50 1.50 .75
Repairs .50- 1.00 .50 .50
24.00-35.00 $34.00 26.00
[162] “Root, Hog, or Die: The New Englander and His Railroads,” by Philip Cabot, in
Atlantic Monthly, August, 1921, p. 258.
[163] Wall Street Journal, August 26, 1921.
[164] The Railway Review, Chicago, July 30, 1921.
[165] W. Jett Lauck, a union-labor economist, in a report laid before the Railroad Labor
Board, specifies the avoidable wastes as follows:
1. Modernizing locomotives.—Gross reparable deficiencies are pointed out which it is
claimed might be avoided by the applications of improvements such as superheaters, brick arches,
mechanical stokers, feed-water heaters, there would result an annual saving of at least
$272,500,000.
2. Locomotive operation.—The magnitude of the railways’ coal bill is considered and
certain of the larger wastes calculated, and it is concluded that by use of better methods of coal
purchase, coal inspection, careful receipt, and efficient firing of the locomotives, an annual saving
could be effected of at least $50,000,000.
3. Shop organization improvements.—The sad and almost incredible inadequacy and out-of-
date equipment of the railway shops is reviewed, and defenseless wastes considered, and it is
conservatively estimated that by a proper shop organization an annual saving could be effected of
at least $17,000,000.
4. Power-plant fuel savings.—The obsolete and wasteful condition of the power plants in the
railway shops is considered, and it is estimated that in this field the possible saving of fuel would
by itself amount to an annual total of $10,000,000.
5. Water-consumption savings.—The railroads’ expenditure in maintenance of way and
structure is reviewed, necessary wastes noted, and it is estimated that easily attainable savings in
the consumption of water alone would amount annually to $12,600,000.
6. Service of supply savings.—The expenditure of the railways for supplies has been
inquired into and the avoidable losses surveyed, and it is estimated that the wastes and abuses
amount annually to not less than $75,000,000.
7. Shop accounting savings.—Attention has been given to the matter of uniform railroad
statistics and the use of efficient methods of cost accounting. An annual saving would be feasible
to the amount of $10,900,000.
Page 187
8. Labor turn-over savings.—The industrial losses due to unnecessary labor turn-over and to
inadequate training of personnel have been reviewed, and it is estimated that the avoidable wastes
incident to labor turn-over alone amount to more than $40,000,000.
9. Loss and damage savings.—Inquiry has been made into the amount of the annual damage
account of the railways and into preventable causes of such losses, and it is estimated that an
annual saving might be effected to the amount of $90,000,000.
Other alleged losses, he says, would bring the total waste to over a billion.
[166] Report of the Joint Commission on Agricultural Inquiry.
inadequate training of personnel have been reviewed, and it is estimated that the avoidable wastes
incident to labor turn-over alone amount to more than $40,000,000.
9. Loss and damage savings.—Inquiry has been made into the amount of the annual damage
account of the railways and into preventable causes of such losses, and it is estimated that an
annual saving might be effected to the amount of $90,000,000.
Other alleged losses, he says, would bring the total waste to over a billion.
[166] Report of the Joint Commission on Agricultural Inquiry.
Page 188
CHAPTER VII
AUTOMOTIVE TRANSPORTATION
Automotive transportation is a matter of such recent growth that only a
few of the elements entering it have as yet become fixed or standardized—
the whole question is still in the experimental or growing stage. The next
few years will probably see as many, if not as radical, changes in equipment
and operation as have the past few. The law of evolution seems to include a
period of slow growth or sort of weak feeling-out; then a period of very
rapid growth, developing usually along several lines; and finally a ripening
or fixing period in which standardization is reached. The automotive
industries are now beginning the third period. Revolutionary changes are
not to be expected, but there will be many minor ones seeking efficiency or
economy. The machinery of transportation, the motor car and the roadway,
are, perhaps, in a later stage of standardization than are the social and legal
phases of the subject. The relative rights of the people on the street and
driver of the car have yet to be determined. The relation between
automotive transportation and the older forms of transportation is still in a
very formative stage. Plans and organizations for operating systems of
highway transport and methods of accounting which shall be fair to owner
and patron have in a large measure yet to be developed.
These things must necessarily be true in a new and growing industry.
Why, encyclopedias published in the ’eighties make no mention whatever
of the motor car or automobile. In fact, the first practical automobiles were
put on the market after 1893, and trucks were not sold as such until 1903,
ten years later. This was about the period when automobiles were being
made over by change of body into “business wagons.” But so rapidly has
the use of the motor car grown, automobile registrations increasing from
about one million in 1912 to more than eleven millions in 1922, that, so it is
stated, 80 per cent of all cars manufactured are still in use.
Automotive transportation may be considered to include all conveyance
from one place to another by means of motor vehicles. A motor vehicle is
one which carries within itself the source of mechanical power which
propels it providing that source be not muscular. This definition would
include the tractor, the road roller, the torpedo, and the locomotive, which
AUTOMOTIVE TRANSPORTATION
Automotive transportation is a matter of such recent growth that only a
few of the elements entering it have as yet become fixed or standardized—
the whole question is still in the experimental or growing stage. The next
few years will probably see as many, if not as radical, changes in equipment
and operation as have the past few. The law of evolution seems to include a
period of slow growth or sort of weak feeling-out; then a period of very
rapid growth, developing usually along several lines; and finally a ripening
or fixing period in which standardization is reached. The automotive
industries are now beginning the third period. Revolutionary changes are
not to be expected, but there will be many minor ones seeking efficiency or
economy. The machinery of transportation, the motor car and the roadway,
are, perhaps, in a later stage of standardization than are the social and legal
phases of the subject. The relative rights of the people on the street and
driver of the car have yet to be determined. The relation between
automotive transportation and the older forms of transportation is still in a
very formative stage. Plans and organizations for operating systems of
highway transport and methods of accounting which shall be fair to owner
and patron have in a large measure yet to be developed.
These things must necessarily be true in a new and growing industry.
Why, encyclopedias published in the ’eighties make no mention whatever
of the motor car or automobile. In fact, the first practical automobiles were
put on the market after 1893, and trucks were not sold as such until 1903,
ten years later. This was about the period when automobiles were being
made over by change of body into “business wagons.” But so rapidly has
the use of the motor car grown, automobile registrations increasing from
about one million in 1912 to more than eleven millions in 1922, that, so it is
stated, 80 per cent of all cars manufactured are still in use.
Automotive transportation may be considered to include all conveyance
from one place to another by means of motor vehicles. A motor vehicle is
one which carries within itself the source of mechanical power which
propels it providing that source be not muscular. This definition would
include the tractor, the road roller, the torpedo, and the locomotive, which
Page 189
are ordinarily excluded. For the purposes of this discussion an automobile
or motor car may be considered as a self-propelled vehicle which transports
a burden other than itself as a weight upon its own wheels. This will
exclude the tractor and the locomotive, which though self-propelled, are
intended to draw other vehicles rather than to carry the load; also the road
roller and the torpedo, which have no burden to transport other than their
own weights. Some definitions would confine a motor vehicle to one
designed to move on common roads or highways. However, motor cars are
now being used on railroad tracks; they are entitled to and should be
allowed the use of the name. The automobile may have as the source of
power internal-combustion engines using such fuel as gasoline, kerosene,
benzol, and alcohol; it may use steam generated by these fuels; or an
electric storage battery charged by sources outside the engine may furnish
the propelling force. The load transported will either be passenger or
freight. Passenger traffic may be classified as business or pleasure. If a
vehicle is used mostly for business, first cost and economy of operation
may play a more important part in the purchase of the car than if used for
pleasure, in which case appearance and luxurious appointments may be the
deciding factor.
or motor car may be considered as a self-propelled vehicle which transports
a burden other than itself as a weight upon its own wheels. This will
exclude the tractor and the locomotive, which though self-propelled, are
intended to draw other vehicles rather than to carry the load; also the road
roller and the torpedo, which have no burden to transport other than their
own weights. Some definitions would confine a motor vehicle to one
designed to move on common roads or highways. However, motor cars are
now being used on railroad tracks; they are entitled to and should be
allowed the use of the name. The automobile may have as the source of
power internal-combustion engines using such fuel as gasoline, kerosene,
benzol, and alcohol; it may use steam generated by these fuels; or an
electric storage battery charged by sources outside the engine may furnish
the propelling force. The load transported will either be passenger or
freight. Passenger traffic may be classified as business or pleasure. If a
vehicle is used mostly for business, first cost and economy of operation
may play a more important part in the purchase of the car than if used for
pleasure, in which case appearance and luxurious appointments may be the
deciding factor.
Page 190
Page 191
The Evolution of the Steam Automobile
1. The Cugnot Steam Carriage—1770.
2. The Trevithick & Vivian Steam Carriage—1801.
3. The Gurney Steam Carriage—1827.
4. The Church Automobile Carriage (Steam)—1833.
5. Gaillardit’s Steam Carriage—1894.
(Courtesy of the Scientific American.)
Business Passenger Traffic. —All machines that haul passengers for
hire, that are used as a means of performing, promoting, or extending
business relations, while so used, may be rightly considered business
machines and the traffic business traffic. The physician who finds that he
can quadruple the number of his daily calls; the traveling salesman who can
double the territory covered and do it much more efficiently; the business or
professional man, of whatever kind, who uses his automobile in going from
one place to another in the performance of his duties; the farmer who comes
to town to get his mail and information relative to markets or otherwise to
assist him with his farm industry; and the multifold other uses which are for
the advantage of financial or industrial enterprise may constitute a
legitimate business passenger traffic. The transportation, however, by taxi-
cab, jitney or bus is considered by many persons to be the type that should
be classified under the term business passenger traffic.
Jitney and taxi-cab traffic are of vast importance in the cities and are of
real economic use in furnishing a rapid means of transit from point to point.
The jitney is usually a privately owned vehicle not especially constructed
for the business, which plies with more or less regularity over a route that
may or may not be set out in the owner’s license. In early days the price of a
ride was a “nickel” or “jitney” hence the name.
Taxi-cabs are regularly licensed automobiles that carry passengers for
hire, usually making the charge dependent more or less upon the distance
traveled, which is registered by a taximeter. For example, the charge may be
25 cents plus 15 cents per mile or fraction thereof. This would make the
charge for distances less than 1 mile, 40 cents; from 1 mile to 2 miles, 55
cents; from 2 to 3 miles, 70 cents; and so on. The driver usually turns the
taximeter up to the fixed charge plus 1 mile, if fractions are counted as full
miles, when the passenger enters, and the instrument adds on as the cab
travels. Of course the taximeter may be made to register every quarter,
every fifth, or every tenth of a mile, or even continuously. A special waiting
1. The Cugnot Steam Carriage—1770.
2. The Trevithick & Vivian Steam Carriage—1801.
3. The Gurney Steam Carriage—1827.
4. The Church Automobile Carriage (Steam)—1833.
5. Gaillardit’s Steam Carriage—1894.
(Courtesy of the Scientific American.)
Business Passenger Traffic. —All machines that haul passengers for
hire, that are used as a means of performing, promoting, or extending
business relations, while so used, may be rightly considered business
machines and the traffic business traffic. The physician who finds that he
can quadruple the number of his daily calls; the traveling salesman who can
double the territory covered and do it much more efficiently; the business or
professional man, of whatever kind, who uses his automobile in going from
one place to another in the performance of his duties; the farmer who comes
to town to get his mail and information relative to markets or otherwise to
assist him with his farm industry; and the multifold other uses which are for
the advantage of financial or industrial enterprise may constitute a
legitimate business passenger traffic. The transportation, however, by taxi-
cab, jitney or bus is considered by many persons to be the type that should
be classified under the term business passenger traffic.
Jitney and taxi-cab traffic are of vast importance in the cities and are of
real economic use in furnishing a rapid means of transit from point to point.
The jitney is usually a privately owned vehicle not especially constructed
for the business, which plies with more or less regularity over a route that
may or may not be set out in the owner’s license. In early days the price of a
ride was a “nickel” or “jitney” hence the name.
Taxi-cabs are regularly licensed automobiles that carry passengers for
hire, usually making the charge dependent more or less upon the distance
traveled, which is registered by a taximeter. For example, the charge may be
25 cents plus 15 cents per mile or fraction thereof. This would make the
charge for distances less than 1 mile, 40 cents; from 1 mile to 2 miles, 55
cents; from 2 to 3 miles, 70 cents; and so on. The driver usually turns the
taximeter up to the fixed charge plus 1 mile, if fractions are counted as full
miles, when the passenger enters, and the instrument adds on as the cab
travels. Of course the taximeter may be made to register every quarter,
every fifth, or every tenth of a mile, or even continuously. A special waiting
Page 192
charge is made if the cab is held by the passenger. Taxicabs are variable in
form, from “flivvers” to limousines. Many of the larger cities are supplied
with cabs owned in quantity by substantial companies which put on a line
of cars usually all alike and painted with some striking feature or color. The
larger ones are limousines seating five or seven passengers in the tonneau
and one on the seat with the driver. Some of these cars are almost
luxuriously fitted with fine cushions and special lighting. They have
speaking tubes or electrical devices to signal the driver. The drivers for the
large companies wear the livery of the company. Taxis, as may be inferred,
have no established routes, but go wherever the passenger may desire.
The motor-bus is well established both in city and cross-country traffic.
As at first made motor-buses consisted of special bodies with seats placed
upon freight truck chassis. This did not prove altogether satisfactory
because of their excessive weight, too much of which is “unsprung.” They
also have a high center of gravity, high floors, long turning radius and rather
rigid suspension. A bus, to be efficient, durable and comfortable, should be
especially designed. There should be lightness and strength; small unsprung
weight; a low center of gravity; a flexible control; special transmission;
wide treads; ample wheel base; short turning radius; low step entrance and
exit; low top clearance; curb receipt and delivery of passengers; ample
brake capacity; and high lowgear efficiency.[167] Pneumatic tires on account
of their resiliency make the bus much more comfortable for the passengers
by absorbing shocks, and for the same reason they also increase the life of
the car and make it possible to travel faster. Cushion tires are next in order
of merit and are an effort to combine the durability of the solid tire with the
easy riding qualities of the pneumatic. Tests made by the U. S. Bureau of
Public Roads show that the cushion or semi-solid tires stand between the
solid and the pneumatic as regards riding comfort. With many bus operators
a combination equipment is being used—pneumatics are used on the front
to protect the engine and gasoline tank from vibration and cushion tires on
the rear where the hardest wear comes.
form, from “flivvers” to limousines. Many of the larger cities are supplied
with cabs owned in quantity by substantial companies which put on a line
of cars usually all alike and painted with some striking feature or color. The
larger ones are limousines seating five or seven passengers in the tonneau
and one on the seat with the driver. Some of these cars are almost
luxuriously fitted with fine cushions and special lighting. They have
speaking tubes or electrical devices to signal the driver. The drivers for the
large companies wear the livery of the company. Taxis, as may be inferred,
have no established routes, but go wherever the passenger may desire.
The motor-bus is well established both in city and cross-country traffic.
As at first made motor-buses consisted of special bodies with seats placed
upon freight truck chassis. This did not prove altogether satisfactory
because of their excessive weight, too much of which is “unsprung.” They
also have a high center of gravity, high floors, long turning radius and rather
rigid suspension. A bus, to be efficient, durable and comfortable, should be
especially designed. There should be lightness and strength; small unsprung
weight; a low center of gravity; a flexible control; special transmission;
wide treads; ample wheel base; short turning radius; low step entrance and
exit; low top clearance; curb receipt and delivery of passengers; ample
brake capacity; and high lowgear efficiency.[167] Pneumatic tires on account
of their resiliency make the bus much more comfortable for the passengers
by absorbing shocks, and for the same reason they also increase the life of
the car and make it possible to travel faster. Cushion tires are next in order
of merit and are an effort to combine the durability of the solid tire with the
easy riding qualities of the pneumatic. Tests made by the U. S. Bureau of
Public Roads show that the cushion or semi-solid tires stand between the
solid and the pneumatic as regards riding comfort. With many bus operators
a combination equipment is being used—pneumatics are used on the front
to protect the engine and gasoline tank from vibration and cushion tires on
the rear where the hardest wear comes.
Page 193
A MODERN RURAL PASSENGER BUS
Page 194
© Underwood and Underwood
A NEW YORK CITY “STEPLESS BUS”
It Has an Emergency Door, with Wire Window Guards, and will Seat 30 Persons.
Buses are made both single and double deck. The latter are in demand
where traffic is large and also where sight-seeing is an important item, the
upper deck being usually open to the weather.
The fare charged by the bus is either the same or in many cases a little
higher than that by the trolley car, but the bus has the advantage in that it
can travel over streets where the trolley is not allowed, can usually make
better time, and can load and unload at the curb, thus avoiding danger from
passing vehicles, a matter of no little importance to timid passengers. The
trolley car is able to haul large numbers at a less expense. In such cases no
passenger transportation is cheaper. But the field for the auto bus is wide
and no doubt it will come more and more into competition with the street
car and steam railroad lines. The former, whose single and primary business
is transporting passengers, are already complaining bitterly of the inroads
A NEW YORK CITY “STEPLESS BUS”
It Has an Emergency Door, with Wire Window Guards, and will Seat 30 Persons.
Buses are made both single and double deck. The latter are in demand
where traffic is large and also where sight-seeing is an important item, the
upper deck being usually open to the weather.
The fare charged by the bus is either the same or in many cases a little
higher than that by the trolley car, but the bus has the advantage in that it
can travel over streets where the trolley is not allowed, can usually make
better time, and can load and unload at the curb, thus avoiding danger from
passing vehicles, a matter of no little importance to timid passengers. The
trolley car is able to haul large numbers at a less expense. In such cases no
passenger transportation is cheaper. But the field for the auto bus is wide
and no doubt it will come more and more into competition with the street
car and steam railroad lines. The former, whose single and primary business
is transporting passengers, are already complaining bitterly of the inroads
Page 195
made upon their business by the privately owned automobile and motor
bus. The automobile is the larger factor because there are more automobiles
than buses. Since about every tenth person owns a machine which can
accommodate from two to seven passengers, one can readily see the
importance of this item to the traction companies. The result has been a
falling off in passenger fares, which the companies have endeavored to
offset by increasing rates, and this in turn has only accentuated the trouble
by driving more men to automobiles. The only way the street car can hope
to compete with the motor car is by keeping its rates low and hauling large
numbers of passengers. The handiness of the automobile, going at the
instant wanted, avoiding the usual walk of two or three blocks to and from a
car line at the beginning and the end of the journey, the consequent saving
in time, coupled with the exhilarating effect of riding rapidly through the
open air furnishes a great handicap which the traction companies will have
difficulty in overcoming. About the only things the street car has in its favor
are cheapness and dependability. It can no doubt be shown that it is cheaper
to patronize the trolley than to own and operate the average car. The street
car will go in rainy or snowy weather when motor cars must be laid up. But
the average American does not count cost; he thinks more of his own
comfort and doing as his neighbors do, i.e., being in style. It may become
necessary, as stated in another chapter, for the public to take over the street-
car lines, run them at as low rates as possible for the accommodation of
those who cannot afford motor cars, since their work is an absolute
necessity to the community, and charge any deficit to the taxpayers.
There seems to be another feasible and legitimate use for the motor bus
which may help the street car companies as well. That is extensions by
means of buses at the ends of the car lines or into territory not well served
by them. The bus might collect passengers from an outlying district and
bring them to the car line where the trolley can take them on to the heart of
the city. Thus motor buses will become feeders rather than competitors of
the regularly established traction lines. The car companies should attempt to
take advantage of this sort of thing, using either the trackless trolley or
gasoline motor, as may be thought the more suitable for the situation in
hand.
Cross-country motor service has proven quite feasible and scores of
buses now leave every large city for the surrounding smaller towns. The bus
seems to negotiate a 50-mile trip very easily at a speed of approximately 20
bus. The automobile is the larger factor because there are more automobiles
than buses. Since about every tenth person owns a machine which can
accommodate from two to seven passengers, one can readily see the
importance of this item to the traction companies. The result has been a
falling off in passenger fares, which the companies have endeavored to
offset by increasing rates, and this in turn has only accentuated the trouble
by driving more men to automobiles. The only way the street car can hope
to compete with the motor car is by keeping its rates low and hauling large
numbers of passengers. The handiness of the automobile, going at the
instant wanted, avoiding the usual walk of two or three blocks to and from a
car line at the beginning and the end of the journey, the consequent saving
in time, coupled with the exhilarating effect of riding rapidly through the
open air furnishes a great handicap which the traction companies will have
difficulty in overcoming. About the only things the street car has in its favor
are cheapness and dependability. It can no doubt be shown that it is cheaper
to patronize the trolley than to own and operate the average car. The street
car will go in rainy or snowy weather when motor cars must be laid up. But
the average American does not count cost; he thinks more of his own
comfort and doing as his neighbors do, i.e., being in style. It may become
necessary, as stated in another chapter, for the public to take over the street-
car lines, run them at as low rates as possible for the accommodation of
those who cannot afford motor cars, since their work is an absolute
necessity to the community, and charge any deficit to the taxpayers.
There seems to be another feasible and legitimate use for the motor bus
which may help the street car companies as well. That is extensions by
means of buses at the ends of the car lines or into territory not well served
by them. The bus might collect passengers from an outlying district and
bring them to the car line where the trolley can take them on to the heart of
the city. Thus motor buses will become feeders rather than competitors of
the regularly established traction lines. The car companies should attempt to
take advantage of this sort of thing, using either the trackless trolley or
gasoline motor, as may be thought the more suitable for the situation in
hand.
Cross-country motor service has proven quite feasible and scores of
buses now leave every large city for the surrounding smaller towns. The bus
seems to negotiate a 50-mile trip very easily at a speed of approximately 20
Page 196
miles per hour including stops. These buses or stages carry from 12 to 20
passengers and are operated by one man; they are well sprung and equipped
with pneumatic tires. For country traffic seats cross ways of the car are
much more comfortable to the rider than lengthwise seats. Their usefulness
seems to lie in suburban traffic or as feeders to railroads.
Such buses are also largely used as carriers of children to and from
consolidated schools. The little red school house, wherein began the
educational training of so many of our great men, of which silver tongues
have orated, whose virtues have been painted in poetry, and praises
commemorated in song, cannot stand against the superior advantages of the
consolidated graded school brought near to the pupils by the advent of the
automobile. Since each consolidated school with about five teachers
replaces eight to ten ungraded schools, and since it is easier and cheaper to
maintain and heat one consolidated school than eight ungraded schools, the
advantage is economical as well as educational.
Another place where the motor bus seems extremely well adapted is in
the transfer of travelers from one railroad terminal to another. Railroads
contract with transfer companies to do this and a coupon, a portion of the
traveler’s ticket, is detached by the bus-man when the transfer is made. To
one who is not used to the city this is a great convenience. In the city of
Chicago, through which many long-distance tourists pass and through
which no or at least few railroads extend in both directions, hundreds of
such transfers take place daily. Passengers and baggage are thus taken care
of on a through ticket with despatch and little inconvenience.
Pleasure Passenger Traffic. —Vast and important as may have become
the business passenger motor traffic, purely pleasure travel by automobile
probably exceeds it. Of the more than ten million motor cars licensed in the
United States perhaps 80 per cent of them were purchased not for their use
in the business of the owner, although that might have been the final excuse
that consummated the deal, but for the pleasure the purchaser and his family
would get from owning a car. The great car industry which has sprung up
like a mushroom during the past quarter century may thank the people’s
desire for personal pleasure for its tremendous prosperity. The movie
picture industry is another instance of the same character; likewise the
newest epidemic to attack the people—radio. It is not claimed that these
have no economical uses. But the business and economical uses have
followed rather than preceded the pleasurable uses. There are many who
passengers and are operated by one man; they are well sprung and equipped
with pneumatic tires. For country traffic seats cross ways of the car are
much more comfortable to the rider than lengthwise seats. Their usefulness
seems to lie in suburban traffic or as feeders to railroads.
Such buses are also largely used as carriers of children to and from
consolidated schools. The little red school house, wherein began the
educational training of so many of our great men, of which silver tongues
have orated, whose virtues have been painted in poetry, and praises
commemorated in song, cannot stand against the superior advantages of the
consolidated graded school brought near to the pupils by the advent of the
automobile. Since each consolidated school with about five teachers
replaces eight to ten ungraded schools, and since it is easier and cheaper to
maintain and heat one consolidated school than eight ungraded schools, the
advantage is economical as well as educational.
Another place where the motor bus seems extremely well adapted is in
the transfer of travelers from one railroad terminal to another. Railroads
contract with transfer companies to do this and a coupon, a portion of the
traveler’s ticket, is detached by the bus-man when the transfer is made. To
one who is not used to the city this is a great convenience. In the city of
Chicago, through which many long-distance tourists pass and through
which no or at least few railroads extend in both directions, hundreds of
such transfers take place daily. Passengers and baggage are thus taken care
of on a through ticket with despatch and little inconvenience.
Pleasure Passenger Traffic. —Vast and important as may have become
the business passenger motor traffic, purely pleasure travel by automobile
probably exceeds it. Of the more than ten million motor cars licensed in the
United States perhaps 80 per cent of them were purchased not for their use
in the business of the owner, although that might have been the final excuse
that consummated the deal, but for the pleasure the purchaser and his family
would get from owning a car. The great car industry which has sprung up
like a mushroom during the past quarter century may thank the people’s
desire for personal pleasure for its tremendous prosperity. The movie
picture industry is another instance of the same character; likewise the
newest epidemic to attack the people—radio. It is not claimed that these
have no economical uses. But the business and economical uses have
followed rather than preceded the pleasurable uses. There are many who
Page 197
think the automobile fad, like the bicycle fad, will eventually wear out and
the whole automobile question settle down to a purely business basis. Such
a thing is not likely to occur, however. The automobile is a much more
perfect pleasure machine than is the bicycle. The knack of riding a bicycle
has to be learned and requires considerable muscular exertion. It is not the
thing a tired person eagerly turns to for recreation and rest. Anyone without
exertion and with complete relaxation may ride in an automobile. Soon
there comes a desire to drive the machine; then complete relaxation while
no longer possible is replaced by a mental effort which drives out all
thought of business, all care and anxiety regarding the ordinary affairs of
life. The mind for the driver’s own safety must be confined to his effort to
manage the machine and make it go where and as he wants it to go—
change of work is often better than complete relaxation, although the latter
has its beneficial effects in the treatment of diseases.
For these reasons then, if for no other, the use of automobiles to cater to
the pleasure propensities of the people will continue. There are very few
persons who do not enjoy an automobile ride—they are only the timid who
fear accident. The recreational and pathological benefits to be derived
cannot be overestimated. During the recent war the Government gave much
attention to the entertainment of the soldiers and endeavored in many, many
ways to divert their minds from the serious side of war. So with the people
generally. They are much better off for pleasurable diversions and the
automobile furnishes these in a very high degree.
the whole automobile question settle down to a purely business basis. Such
a thing is not likely to occur, however. The automobile is a much more
perfect pleasure machine than is the bicycle. The knack of riding a bicycle
has to be learned and requires considerable muscular exertion. It is not the
thing a tired person eagerly turns to for recreation and rest. Anyone without
exertion and with complete relaxation may ride in an automobile. Soon
there comes a desire to drive the machine; then complete relaxation while
no longer possible is replaced by a mental effort which drives out all
thought of business, all care and anxiety regarding the ordinary affairs of
life. The mind for the driver’s own safety must be confined to his effort to
manage the machine and make it go where and as he wants it to go—
change of work is often better than complete relaxation, although the latter
has its beneficial effects in the treatment of diseases.
For these reasons then, if for no other, the use of automobiles to cater to
the pleasure propensities of the people will continue. There are very few
persons who do not enjoy an automobile ride—they are only the timid who
fear accident. The recreational and pathological benefits to be derived
cannot be overestimated. During the recent war the Government gave much
attention to the entertainment of the soldiers and endeavored in many, many
ways to divert their minds from the serious side of war. So with the people
generally. They are much better off for pleasurable diversions and the
automobile furnishes these in a very high degree.
Page 198
Page 199
The Evolution of the Gasoline Motor Car
1. Panhard & Levassor Carriage—1895.
2. Duryea Motor Wagon—1895.
3. The Benz Motocycle.
4. Hertel’s Gasoline Carriage—1896.
5. The Olds Horseless Carriage.
6. Winton’s Racing Machine.
(Courtesy of the Scientific American.)
If, then, there be included under the head of pleasure passenger traffic all
not purely business it may with propriety be estimated that three-fourths of
all automobile travel is for pleasure. Considering ten million automobiles in
use in the United States, that they average 4000 miles per year and carry
two passengers each, there results a total passenger mileage of
10,000,000 × 4,000 × 2 = 80,000,000,000
80 billion miles. A number beyond ordinary comprehension. The passenger
mileage upon the steam railroads is roughly speaking about 371⁄2 billion
miles, a little less than half as much as that by automobile. It is evident that
all this travel, even though a large percentage be local, must affect seriously
the earnings of the steam and electric railway lines. Since 75 per cent may
be estimated to be for pleasure purposes, it will not be possible for the
steam and electric lines ever to regain it. The people who do the dancing are
perfectly willing to pay the piper, and even though automobile riding cost
more than trolley or train riding the people will continue to have it as a
means of entertainment.[168] Most men who own cars pay the expenses in
lump sums and forget about them. To have the speedometer register in
dollars and cents instead of miles, while it might be a deterrent on the use of
the automobile, would “take the joy out of life.”
Freight Traffic. —When it comes to freight traffic cost and time will be
the principal factors to determine the type of performance. The element of
pleasure is here eliminated and only cold economical features remain.
Already horse trucking is rapidly disappearing as it seems to be able to
compete with the motor only where many stops are to be made. In large
cities motor trucks are utilized to haul packages to certain districts at
considerable distances from the store, where they are turned over to small
wagons for delivery. Ice and milk are often distributed in the same manner,
1. Panhard & Levassor Carriage—1895.
2. Duryea Motor Wagon—1895.
3. The Benz Motocycle.
4. Hertel’s Gasoline Carriage—1896.
5. The Olds Horseless Carriage.
6. Winton’s Racing Machine.
(Courtesy of the Scientific American.)
If, then, there be included under the head of pleasure passenger traffic all
not purely business it may with propriety be estimated that three-fourths of
all automobile travel is for pleasure. Considering ten million automobiles in
use in the United States, that they average 4000 miles per year and carry
two passengers each, there results a total passenger mileage of
10,000,000 × 4,000 × 2 = 80,000,000,000
80 billion miles. A number beyond ordinary comprehension. The passenger
mileage upon the steam railroads is roughly speaking about 371⁄2 billion
miles, a little less than half as much as that by automobile. It is evident that
all this travel, even though a large percentage be local, must affect seriously
the earnings of the steam and electric railway lines. Since 75 per cent may
be estimated to be for pleasure purposes, it will not be possible for the
steam and electric lines ever to regain it. The people who do the dancing are
perfectly willing to pay the piper, and even though automobile riding cost
more than trolley or train riding the people will continue to have it as a
means of entertainment.[168] Most men who own cars pay the expenses in
lump sums and forget about them. To have the speedometer register in
dollars and cents instead of miles, while it might be a deterrent on the use of
the automobile, would “take the joy out of life.”
Freight Traffic. —When it comes to freight traffic cost and time will be
the principal factors to determine the type of performance. The element of
pleasure is here eliminated and only cold economical features remain.
Already horse trucking is rapidly disappearing as it seems to be able to
compete with the motor only where many stops are to be made. In large
cities motor trucks are utilized to haul packages to certain districts at
considerable distances from the store, where they are turned over to small
wagons for delivery. Ice and milk are often distributed in the same manner,
Page 200
thus taking advantage of long rapid hauls upon fully loaded trucks and less
expensive delivery wagons where many stops are to be made and smaller
loads are to be carried. Even in delivery service some merchants have by
carefully arranging and timing their routes brought the cost of delivery to
below ten cents per parcel. All purchasers of goods at the store whether
delivered or not should be interested in reducing this cost because usually in
the accounting it is spread out over the entire turnover and charged to the
expense of doing business. It may be possible that in a few years horses will
be barred from the streets for sanitary reasons; then it will be necessary to
use motors for all sorts of deliveries, possibly large ones for hauling to the
distant districts and small ones for the house to house delivery in the
district.
In very congested districts motor trucks are at a great disadvantage
because they cannot be used at their most efficient speed. If the congestion
can be eliminated or at least relieved by such means as one-way traffic,
paving parallel streets, removing buildings which obstruct passage,
widening driveways, elevating railroads and street cars, supplying overhead
crossings, making subways, or by careful rearrangement and planning of
terminal facilities, warehouses, and other accommodations, the cost of
transportation in the large cities may be materially reduced. In many such
cities public service commissions are studying these questions and applying
remedies which will allow motor trucks to operate at a greater rate of speed
and much more efficiently.
Accurate observations of motor truck performance in city trucking
business has shown that a large part of the day is given up to loading and
unloading, that the truck stands still so much of the time that the cost is
more nearly proportional to time than to mileage. Since certain charges such
as interest and insurance go on whether the truck is idling or not, it is better
to keep it moving. To do this effectively depots, warehouses, and other
terminal facilities are provided to lessen the time of loading and unloading.
It may be wise to hire an extra stevedore or two to assist with these
operations, or mechanical devices may be installed where the saving will
justify it. Usually there is not only a saving in time when a mechanical
device is used but the amount of expensive manual labor is decreased.
Among the practical devices used are removable bodies. The whole body
of the truck may be swung by means of a crane from the chassis to a
platform where it is loaded or unloaded while the truck with another body is
expensive delivery wagons where many stops are to be made and smaller
loads are to be carried. Even in delivery service some merchants have by
carefully arranging and timing their routes brought the cost of delivery to
below ten cents per parcel. All purchasers of goods at the store whether
delivered or not should be interested in reducing this cost because usually in
the accounting it is spread out over the entire turnover and charged to the
expense of doing business. It may be possible that in a few years horses will
be barred from the streets for sanitary reasons; then it will be necessary to
use motors for all sorts of deliveries, possibly large ones for hauling to the
distant districts and small ones for the house to house delivery in the
district.
In very congested districts motor trucks are at a great disadvantage
because they cannot be used at their most efficient speed. If the congestion
can be eliminated or at least relieved by such means as one-way traffic,
paving parallel streets, removing buildings which obstruct passage,
widening driveways, elevating railroads and street cars, supplying overhead
crossings, making subways, or by careful rearrangement and planning of
terminal facilities, warehouses, and other accommodations, the cost of
transportation in the large cities may be materially reduced. In many such
cities public service commissions are studying these questions and applying
remedies which will allow motor trucks to operate at a greater rate of speed
and much more efficiently.
Accurate observations of motor truck performance in city trucking
business has shown that a large part of the day is given up to loading and
unloading, that the truck stands still so much of the time that the cost is
more nearly proportional to time than to mileage. Since certain charges such
as interest and insurance go on whether the truck is idling or not, it is better
to keep it moving. To do this effectively depots, warehouses, and other
terminal facilities are provided to lessen the time of loading and unloading.
It may be wise to hire an extra stevedore or two to assist with these
operations, or mechanical devices may be installed where the saving will
justify it. Usually there is not only a saving in time when a mechanical
device is used but the amount of expensive manual labor is decreased.
Among the practical devices used are removable bodies. The whole body
of the truck may be swung by means of a crane from the chassis to a
platform where it is loaded or unloaded while the truck with another body is
Page 201
proceeding on its way. Other bodies are so arranged on rollers that they may
be readily rolled from the chassis to the platform. Railways are also taking
advantage of removable bodies for the shipment of less than car-load lots.
These bodies are made to fit a truck and also of proper sizes so that several
of them may be nested or interlocked upon a flat car. One of these units or
containers may be left for any length of time for loading then rolled upon
the truck and off it to the steam train. At the other end of its journey it is
rolled from the car to the truck and from that to the unloading platform with
a great saving of time at each terminal. The New York Central railway
places nine containers of 6000 pounds capacity on one flat car. These are
unloaded by means of a crane in less than five minutes for each container,
or the whole car in approximately forty minutes. By this means the railroad
is able to take advantage of what has been called store-door delivery.
Instead of the consignor hauling its goods to the station and unloading them
on the platform to be loaded into cars by stevedores, transported, unloaded
into the warehouse, and the consignee notified to come for them, the
railway leaves a container which when filled is hauled by truck to the
railway yard and in five minutes’ time placed upon the car, which upon
reaching its destination is placed upon a truck and hauled to the consignee.
Goods shipped in these containers which may be made of steel and securely
locked are considered just as safe from predacious hands and the weather as
in a way car, and possibly are safer.
The demountable container which is rapidly coming into general use, and
which has for some time been used by the New York Central Railroad and
the interurban railways of Australia, consists of a large steel box or safe, the
doors of which can be locked. When it is placed upon a steel flat-car with
sides two feet high it cannot possibly be opened as the doors are on the side
of the container. And it cannot be removed from the car without the use of a
derrick, the top corners of the container being equipped with hooks for this
purpose. The containers have a capacity of 438 cubic feet and will hold
from 6000 to 8000 pounds of package freight. When the packages are
locked and sealed within the containers they are safe from fire and rain as
well as marauders. One flat-car will accommodate from 4 to 9 containers,
depending upon their size.
In addition to the safety furnished by these containers they are
economical in saving time of transportation. Re-handling is unnecessary.
The transfer of the entire container from truck to car and from car to truck is
be readily rolled from the chassis to the platform. Railways are also taking
advantage of removable bodies for the shipment of less than car-load lots.
These bodies are made to fit a truck and also of proper sizes so that several
of them may be nested or interlocked upon a flat car. One of these units or
containers may be left for any length of time for loading then rolled upon
the truck and off it to the steam train. At the other end of its journey it is
rolled from the car to the truck and from that to the unloading platform with
a great saving of time at each terminal. The New York Central railway
places nine containers of 6000 pounds capacity on one flat car. These are
unloaded by means of a crane in less than five minutes for each container,
or the whole car in approximately forty minutes. By this means the railroad
is able to take advantage of what has been called store-door delivery.
Instead of the consignor hauling its goods to the station and unloading them
on the platform to be loaded into cars by stevedores, transported, unloaded
into the warehouse, and the consignee notified to come for them, the
railway leaves a container which when filled is hauled by truck to the
railway yard and in five minutes’ time placed upon the car, which upon
reaching its destination is placed upon a truck and hauled to the consignee.
Goods shipped in these containers which may be made of steel and securely
locked are considered just as safe from predacious hands and the weather as
in a way car, and possibly are safer.
The demountable container which is rapidly coming into general use, and
which has for some time been used by the New York Central Railroad and
the interurban railways of Australia, consists of a large steel box or safe, the
doors of which can be locked. When it is placed upon a steel flat-car with
sides two feet high it cannot possibly be opened as the doors are on the side
of the container. And it cannot be removed from the car without the use of a
derrick, the top corners of the container being equipped with hooks for this
purpose. The containers have a capacity of 438 cubic feet and will hold
from 6000 to 8000 pounds of package freight. When the packages are
locked and sealed within the containers they are safe from fire and rain as
well as marauders. One flat-car will accommodate from 4 to 9 containers,
depending upon their size.
In addition to the safety furnished by these containers they are
economical in saving time of transportation. Re-handling is unnecessary.
The transfer of the entire container from truck to car and from car to truck is
Page 202
very quickly made. The mileage of the flat cars is thus greatly increased—
with mail cars it is claimed to be doubled. Expensive packing and crating is
avoided and the checking at each rehandling of parcels is eliminated.
Mass loading or unloading, whether the whole truck body is swung off
by a crane, rolled off, or even if trailers and semi-trailers are left to be
worked upon after the truck has gone, save little in the way of manual labor.
On the other hand they require the installment at each end of the route of
special arrangements to facilitate their use.
Another class of devices are those connected with the truck itself. For
example it may have a winch on it to draw up an inclined plane at its rear
such heavy articles as pianos, safes, and large castings. It may have a crane
with a pulley running along a central beam over it to facilitate loading and
unloading heavy boxes or other things. A swinging crane is also used with
some trucks. On others, hoists are arranged to tip the body backward for
unloading building and road materials, grain, and so on. Many of these
devices make use of the truck power for their operation. Pumps with suction
hoses empty catch basins, cess-pools, stopped-up sewers and flooded
cellars, pumping the fluid to a tank body of the truck, whence it can be
hauled away and dumped by elevating the front end of the tank and opening
a gate in its rear. Devices for lifting and dumping coal truck bodies directly
into the bin save much time over hand shoveling.
Still another class of devices are entirely separate from the truck and may
or may not be connected with the warehouse. For example a chain conveyor
which can be rolled up to the back of a truck elevates barrels and boxes,
sand and stone, and is operated by a small electric motor the lead wires of
which are plugged into a suitable socket, up to the floor at the rear of the
truck from which place they can be easily pushed or shoveled to proper
position. Elevated bins are utilized to store road materials from which the
materials run by gravity into the body of a small motor-car which then goes
to the mixer where it is grabbed by a device that empties the body into the
mixer, thus saving much handling of material.
Many special types of bodies are made for peculiar purposes. These often
facilitate loading and unloading, for example tank ears for hauling water,
milk, gasoline or other fluids; or trucks fitted with shelves on which are
placed trays containing fruits and so forth. As the motor truck enters newer
fields of usefulness multiple devices will be developed to lessen the time of
loading and unloading. The financial importance to both the owner and the
with mail cars it is claimed to be doubled. Expensive packing and crating is
avoided and the checking at each rehandling of parcels is eliminated.
Mass loading or unloading, whether the whole truck body is swung off
by a crane, rolled off, or even if trailers and semi-trailers are left to be
worked upon after the truck has gone, save little in the way of manual labor.
On the other hand they require the installment at each end of the route of
special arrangements to facilitate their use.
Another class of devices are those connected with the truck itself. For
example it may have a winch on it to draw up an inclined plane at its rear
such heavy articles as pianos, safes, and large castings. It may have a crane
with a pulley running along a central beam over it to facilitate loading and
unloading heavy boxes or other things. A swinging crane is also used with
some trucks. On others, hoists are arranged to tip the body backward for
unloading building and road materials, grain, and so on. Many of these
devices make use of the truck power for their operation. Pumps with suction
hoses empty catch basins, cess-pools, stopped-up sewers and flooded
cellars, pumping the fluid to a tank body of the truck, whence it can be
hauled away and dumped by elevating the front end of the tank and opening
a gate in its rear. Devices for lifting and dumping coal truck bodies directly
into the bin save much time over hand shoveling.
Still another class of devices are entirely separate from the truck and may
or may not be connected with the warehouse. For example a chain conveyor
which can be rolled up to the back of a truck elevates barrels and boxes,
sand and stone, and is operated by a small electric motor the lead wires of
which are plugged into a suitable socket, up to the floor at the rear of the
truck from which place they can be easily pushed or shoveled to proper
position. Elevated bins are utilized to store road materials from which the
materials run by gravity into the body of a small motor-car which then goes
to the mixer where it is grabbed by a device that empties the body into the
mixer, thus saving much handling of material.
Many special types of bodies are made for peculiar purposes. These often
facilitate loading and unloading, for example tank ears for hauling water,
milk, gasoline or other fluids; or trucks fitted with shelves on which are
placed trays containing fruits and so forth. As the motor truck enters newer
fields of usefulness multiple devices will be developed to lessen the time of
loading and unloading. The financial importance to both the owner and the
Page 203
public of keeping the truck moving will no doubt lead to the adoption of
these devices providing they are practical and will accomplish the desired
result.
Traffic between Towns. —Wherever the roads are dependable and
passable at all seasons of the year truck and bus lines have sprung up to ply
regularly between the towns. The length of haul most profitable seems to be
that over which the motor can make the round trip each day and have
sufficient time at terminals for loading and unloading. Forty to 50 miles for
trucks and 60 to 65 miles for buses seem to be negotiable and double these
distances are proving to be practicable. In many of the states such
enterprises have been declared to be common carriers subject to the laws
governing such carriers, and must secure licenses to do business from the
public service commissions. It is but reasonable that the public should be
safeguarded and these concerns be required to take out insurance or give
indemnifying bonds to cover loss of goods to shippers by carelessness or
theft or injury to passengers by accident. On the other hand the licensed
motor transport is entitled to protection against irresponsible truckers. The
modern method of state regulation does not contemplate competition as an
economic factor in the determination of rates and routes. The old doctrine
of “everyone for himself, and the devil take the hindmost,” is certainly most
wasteful. This is about the way that method worked. A starts a bus line
between two towns. After he has run it a short time and built up a trade B,
seeing his success, decides to put a competing bus on this same route. Then
there is a period of competition. Rates may be cut and speeds quickened
until each bus is running at a loss. This cannot continue indefinitely. The
result is that either one man goes out of business or there is a combination
of interests by actual coalescing or by a “gentlemen’s agreement,” so that
there is practical monopoly anyway. The modern method is to regulate all
common carriers as far as rates and routes are concerned so that each may
make a justifiable profit. This may be tending toward socialism and away
from individualism; it may be a violation of the Darwinian doctrine of a
survival of the fittest. But that is departed from every day. Our cornfields
and gardens would amount to nothing if the weeds were allowed undisputed
sway.
It would seem to be the duty, therefore, of public service commissions to
grant licenses to truck and bus lines, to establish routes and equitable rates,
these devices providing they are practical and will accomplish the desired
result.
Traffic between Towns. —Wherever the roads are dependable and
passable at all seasons of the year truck and bus lines have sprung up to ply
regularly between the towns. The length of haul most profitable seems to be
that over which the motor can make the round trip each day and have
sufficient time at terminals for loading and unloading. Forty to 50 miles for
trucks and 60 to 65 miles for buses seem to be negotiable and double these
distances are proving to be practicable. In many of the states such
enterprises have been declared to be common carriers subject to the laws
governing such carriers, and must secure licenses to do business from the
public service commissions. It is but reasonable that the public should be
safeguarded and these concerns be required to take out insurance or give
indemnifying bonds to cover loss of goods to shippers by carelessness or
theft or injury to passengers by accident. On the other hand the licensed
motor transport is entitled to protection against irresponsible truckers. The
modern method of state regulation does not contemplate competition as an
economic factor in the determination of rates and routes. The old doctrine
of “everyone for himself, and the devil take the hindmost,” is certainly most
wasteful. This is about the way that method worked. A starts a bus line
between two towns. After he has run it a short time and built up a trade B,
seeing his success, decides to put a competing bus on this same route. Then
there is a period of competition. Rates may be cut and speeds quickened
until each bus is running at a loss. This cannot continue indefinitely. The
result is that either one man goes out of business or there is a combination
of interests by actual coalescing or by a “gentlemen’s agreement,” so that
there is practical monopoly anyway. The modern method is to regulate all
common carriers as far as rates and routes are concerned so that each may
make a justifiable profit. This may be tending toward socialism and away
from individualism; it may be a violation of the Darwinian doctrine of a
survival of the fittest. But that is departed from every day. Our cornfields
and gardens would amount to nothing if the weeds were allowed undisputed
sway.
It would seem to be the duty, therefore, of public service commissions to
grant licenses to truck and bus lines, to establish routes and equitable rates,
Page 204
to require careful and complete accounting and to make public from time to
time such items as the people may be interested in.
The Railway Commission of the state of Nebraska was, perhaps, the first
public service commission to exercise the right of regulating highway
transport (1918). Colorado, California, and other states soon followed. In
California the matter came upon a complaint that adequate service was not
given by the railway and the decision was:
“We are of the opinion that the public deserving transportation of freight
and express ... is entitled to a more expeditious service than that at present
being given by the Southern Pacific and American Railway Express.”
It went on further to state that notwithstanding their ability to give
service the evidence was to the effect that it was not given, hence motor
highway transport was licensed.
The first highway transport freight rates established by the Railway
Commission of Nebraska placed the freight under four classes, describing
103 items. The rates were:
1st Class 20 c. plus (11⁄2 c. per mile per 100 pounds).
2d Class 85 per cent of the 1st class.
3d Class 70 per cent of the 1st class.
4th Class 60 per cent of the 1st class.
In addition they established rules and regulations, standard bills of lading,
etc. These rates have since been rescinded.
In Colorado two sets of rules were adopted, one for the prairie and one
for the mountain division. For the prairie division the minimum charge was
25 c. and the mountain 30 c. per 100 pounds. The rates for motor truck
hauling was made, for the prairie division, 30 c. per 100 pounds for 5 miles
and for distances up to 100 miles graduated 5 or 10 c. for each additional 5
miles until they reached $1 per 100 miles. For the mountain division, the
rate for 100 pounds carried 5 miles is 36 c., graduated to $1.20 per 100
miles.
Motor Bus Traffic. —Suburban and interurban motor bus passenger
service is growing rapidly. Buses accommodating as high as sixty persons
are being used on the haul where the roads are well paved, but twenty to
thirty seems more popular. At present these buses seem to be well
patronized, usually bringing their passengers to the larger city in time for
business or shopping and returning them home in the afternoon or evening.
time such items as the people may be interested in.
The Railway Commission of the state of Nebraska was, perhaps, the first
public service commission to exercise the right of regulating highway
transport (1918). Colorado, California, and other states soon followed. In
California the matter came upon a complaint that adequate service was not
given by the railway and the decision was:
“We are of the opinion that the public deserving transportation of freight
and express ... is entitled to a more expeditious service than that at present
being given by the Southern Pacific and American Railway Express.”
It went on further to state that notwithstanding their ability to give
service the evidence was to the effect that it was not given, hence motor
highway transport was licensed.
The first highway transport freight rates established by the Railway
Commission of Nebraska placed the freight under four classes, describing
103 items. The rates were:
1st Class 20 c. plus (11⁄2 c. per mile per 100 pounds).
2d Class 85 per cent of the 1st class.
3d Class 70 per cent of the 1st class.
4th Class 60 per cent of the 1st class.
In addition they established rules and regulations, standard bills of lading,
etc. These rates have since been rescinded.
In Colorado two sets of rules were adopted, one for the prairie and one
for the mountain division. For the prairie division the minimum charge was
25 c. and the mountain 30 c. per 100 pounds. The rates for motor truck
hauling was made, for the prairie division, 30 c. per 100 pounds for 5 miles
and for distances up to 100 miles graduated 5 or 10 c. for each additional 5
miles until they reached $1 per 100 miles. For the mountain division, the
rate for 100 pounds carried 5 miles is 36 c., graduated to $1.20 per 100
miles.
Motor Bus Traffic. —Suburban and interurban motor bus passenger
service is growing rapidly. Buses accommodating as high as sixty persons
are being used on the haul where the roads are well paved, but twenty to
thirty seems more popular. At present these buses seem to be well
patronized, usually bringing their passengers to the larger city in time for
business or shopping and returning them home in the afternoon or evening.
Page 205
The rates of fare for bus travel are about the same as those for steam car
travel, or approximately 4 c. per mile. The rate of travel depends upon the
character of the roadway and the condition of traffic, being usually routed
upon dependable but less congested roads.
Just what may be the outcome of this traffic is problematical. Can the
buses compete with other forms of transportation in fares and speed? If so,
they will survive; otherwise they will gradually discontinue. Some writers
seem to think they will not only live but will eventually kill the older forms
of transportation. Although they will no doubt take over very much of that
transportation it seems highly improbable that all transportation can be
taken care of by motors.
To and from the Farm. —Farm trucking seems to be firmly established
and very much if not all farm hauling will eventually be done by
automobiles. Very many farmers now own their own trucks and the number
is constantly being increased. Glowing statements by government officials,
reports of investigational committees, and propaganda by manufacturers
and dealers have worked up the farmers’ desire for trucks. A congressional
joint committee on agricultural inquiry has recently stated that,
No single development since the railroads were first constructed has had so marked an economic
and sociological effect upon productive life as the motor vehicle. Previous to its appearance the
economic zone of transportation was sharply defined by the haulage range of the horse and the cost
of such transportation.
There is the evidence of no less a person than Secretary of Commerce
Herbert Hoover that the farm motor truck will be of vast importance to the
agricultural interests of the country. Here is his statement:
Fifty per cent of our perishable foodstuffs never reach the consumer because the farms on which
they are raised are too remote from the market at which they are sold.... Forty to 60 per cent of our
potato crop is lost each year by rotting in the ground owing to poor transportation to market because
of inadequate transportation over long distance.... By motor trucks the farmer will be able to reach
better markets farther away than now by horse and wagon. He will be able to spend more time
actually producing on his farm and be able to sell food more cheaply by eliminating the present
tremendous waste. By use of the motor truck the farmer will be able to produce more and sell at less
cost.
Some of the arguments advanced in favor of the farm truck are:
(a) The motor truck allows the farmer to haul larger loads, longer
distances in less time, thus reducing the actual cost of haulage.
(b) That he can better take advantage of market fluctuations and thus be
able to sell at high markets.
travel, or approximately 4 c. per mile. The rate of travel depends upon the
character of the roadway and the condition of traffic, being usually routed
upon dependable but less congested roads.
Just what may be the outcome of this traffic is problematical. Can the
buses compete with other forms of transportation in fares and speed? If so,
they will survive; otherwise they will gradually discontinue. Some writers
seem to think they will not only live but will eventually kill the older forms
of transportation. Although they will no doubt take over very much of that
transportation it seems highly improbable that all transportation can be
taken care of by motors.
To and from the Farm. —Farm trucking seems to be firmly established
and very much if not all farm hauling will eventually be done by
automobiles. Very many farmers now own their own trucks and the number
is constantly being increased. Glowing statements by government officials,
reports of investigational committees, and propaganda by manufacturers
and dealers have worked up the farmers’ desire for trucks. A congressional
joint committee on agricultural inquiry has recently stated that,
No single development since the railroads were first constructed has had so marked an economic
and sociological effect upon productive life as the motor vehicle. Previous to its appearance the
economic zone of transportation was sharply defined by the haulage range of the horse and the cost
of such transportation.
There is the evidence of no less a person than Secretary of Commerce
Herbert Hoover that the farm motor truck will be of vast importance to the
agricultural interests of the country. Here is his statement:
Fifty per cent of our perishable foodstuffs never reach the consumer because the farms on which
they are raised are too remote from the market at which they are sold.... Forty to 60 per cent of our
potato crop is lost each year by rotting in the ground owing to poor transportation to market because
of inadequate transportation over long distance.... By motor trucks the farmer will be able to reach
better markets farther away than now by horse and wagon. He will be able to spend more time
actually producing on his farm and be able to sell food more cheaply by eliminating the present
tremendous waste. By use of the motor truck the farmer will be able to produce more and sell at less
cost.
Some of the arguments advanced in favor of the farm truck are:
(a) The motor truck allows the farmer to haul larger loads, longer
distances in less time, thus reducing the actual cost of haulage.
(b) That he can better take advantage of market fluctuations and thus be
able to sell at high markets.
Page 206
(c) That a truck on the farm will replace several horses; that the cost of
keeping these horses far exceeds the cost of keeping a truck.
(d) That the truck may be used to market produce while the horses are
busy in the field.
(e) That the truck will allow land otherwise too far from market to be
farmed with perishable but better paying crops.
(f) By means of trucks the farmer is often enabled to put his hogs or other
live stock on the early morning market in less time from the farm and
consequently fresher, gaining the advantage of better prices.
While there may be some question as to the validity of all these
assumptions they are no doubt, in the main, correct. The United States
Department of Agriculture, Bureau of Crop Estimates, collected data
showing that in 1918, the hauling in wagons from farm to shipping point
cost on the average for wheat 30 cents per ton-mile; for corn, 33 cents; for
cotton, 48 cents. For hauling by motor truck the average costs were: wheat,
15 cents; corn, 15 cents; and cotton, 18 cents. These unit costs were,
consequently, reduced to less than half by the use of the truck. The same
bulletin gives the average length of wagon haul for these products to be 9
miles, and of motor truck haul, 11.3 miles; furthermore the average number
of round trips by wagon per day was 1.2 while by truck it was 3.4.
Whether or not the truck on the farm will release any horses will depend
on what determines the number of horses kept. To do his hauling does the
farmer keep more than is necessary for farm operations alone? The
passenger automobile, no doubt, did release many driving and riding horses,
but will the truck release many more? The thoughtful, foresighted farmer
usually plans his yearly work so that he may do his hauling when the horses
are not otherwise busy. This of course limits his farm operation to products
which, like wheat and corn, can be stored indefinitely. This limits also
diversified cropping which farmers find in the long run to be very much
safer than “putting all eggs in one basket” by raising a single product. It is
seldom that a wheat crop, a corn crop, a beet crop, a hay crop, an apple
crop, and gardening crops all fail by drought, wet weather, hail, or other
untoward events during the same season. Good roads, trucks or anything
else which will lend assistance to diversified cropping are without doubt
beneficial to the farmer.
Intensive farming of perishable crops can be done only where the roads
allow daily contact with the market. The truck, because of its more rapid
keeping these horses far exceeds the cost of keeping a truck.
(d) That the truck may be used to market produce while the horses are
busy in the field.
(e) That the truck will allow land otherwise too far from market to be
farmed with perishable but better paying crops.
(f) By means of trucks the farmer is often enabled to put his hogs or other
live stock on the early morning market in less time from the farm and
consequently fresher, gaining the advantage of better prices.
While there may be some question as to the validity of all these
assumptions they are no doubt, in the main, correct. The United States
Department of Agriculture, Bureau of Crop Estimates, collected data
showing that in 1918, the hauling in wagons from farm to shipping point
cost on the average for wheat 30 cents per ton-mile; for corn, 33 cents; for
cotton, 48 cents. For hauling by motor truck the average costs were: wheat,
15 cents; corn, 15 cents; and cotton, 18 cents. These unit costs were,
consequently, reduced to less than half by the use of the truck. The same
bulletin gives the average length of wagon haul for these products to be 9
miles, and of motor truck haul, 11.3 miles; furthermore the average number
of round trips by wagon per day was 1.2 while by truck it was 3.4.
Whether or not the truck on the farm will release any horses will depend
on what determines the number of horses kept. To do his hauling does the
farmer keep more than is necessary for farm operations alone? The
passenger automobile, no doubt, did release many driving and riding horses,
but will the truck release many more? The thoughtful, foresighted farmer
usually plans his yearly work so that he may do his hauling when the horses
are not otherwise busy. This of course limits his farm operation to products
which, like wheat and corn, can be stored indefinitely. This limits also
diversified cropping which farmers find in the long run to be very much
safer than “putting all eggs in one basket” by raising a single product. It is
seldom that a wheat crop, a corn crop, a beet crop, a hay crop, an apple
crop, and gardening crops all fail by drought, wet weather, hail, or other
untoward events during the same season. Good roads, trucks or anything
else which will lend assistance to diversified cropping are without doubt
beneficial to the farmer.
Intensive farming of perishable crops can be done only where the roads
allow daily contact with the market. The truck, because of its more rapid
Page 207
speed, will widen the zone of such farming very much over the old zone
when the horse-drawn vehicle was in vogue. Because of the risk involved
and the labor necessary the net returns per acre for this sort of farming are
high, allowing small parcels of land to keep a family. As the distance, or
rather time, the “fourth dimension,” from market increases the less
intensive the farming operations and the less net returns per acre. The
community as a whole is deeply interested in widening the zone of
intensive farming in order that more people may profitably make a living
upon this land.
Persons who are not familiar with stockyard activities will be surprised
on visiting them early in the morning at any one of the packing-house
industries to see the large number of hogs and other farm animals arriving
for the early market in motor trucks. These animals have been brought from
distances up to 60 miles, but have been on the way less than three or three
and one-half hours. Careful stockyard figures show that in 1921 more than
6,000,000 cattle and very many more hogs were transported in motor
trucks. These animals upon arrival are very much fresher and show less
shrinkage than those that have been driven to their home station and loaded
into stock cars the day previous. Other things being equal, the top of the
market is accorded to the fresher animals. Also for short hauls, say up to 60
miles, the transportation costs are in favor of the trucks.
The farmer may obtain the benefits of motor transportation in at least
four different ways: (a) He may own and operate his own truck. This pays
when the farm is of sufficient size to keep the truck reasonably busy. (b)
Two or more neighbors may coöperate in the ownership of a truck. This is
applicable to small and medium-sized farms. (c) By patronizing truck lines
privately owned which haul products, freight, and express upon a charge
basis. (d) By the trucks of the United States Postal Service.
Whether or not it pays for a farmer to own and operate a truck depends
upon the size of the farm, kind and quantity of the commodities hauled,
distance from market, character of the roads, and the loading on the back
trip. A small farm could not be expected to furnish sufficient hauling to
keep a truck busy unless intensively farmed and producing commodities
which require frequent marketing. Even a small farmer, though, might by
hauling for neighbors keep his truck reasonably busy. Or several neighbors
may coöperate in the purchase of the truck and arrange how it shall be
when the horse-drawn vehicle was in vogue. Because of the risk involved
and the labor necessary the net returns per acre for this sort of farming are
high, allowing small parcels of land to keep a family. As the distance, or
rather time, the “fourth dimension,” from market increases the less
intensive the farming operations and the less net returns per acre. The
community as a whole is deeply interested in widening the zone of
intensive farming in order that more people may profitably make a living
upon this land.
Persons who are not familiar with stockyard activities will be surprised
on visiting them early in the morning at any one of the packing-house
industries to see the large number of hogs and other farm animals arriving
for the early market in motor trucks. These animals have been brought from
distances up to 60 miles, but have been on the way less than three or three
and one-half hours. Careful stockyard figures show that in 1921 more than
6,000,000 cattle and very many more hogs were transported in motor
trucks. These animals upon arrival are very much fresher and show less
shrinkage than those that have been driven to their home station and loaded
into stock cars the day previous. Other things being equal, the top of the
market is accorded to the fresher animals. Also for short hauls, say up to 60
miles, the transportation costs are in favor of the trucks.
The farmer may obtain the benefits of motor transportation in at least
four different ways: (a) He may own and operate his own truck. This pays
when the farm is of sufficient size to keep the truck reasonably busy. (b)
Two or more neighbors may coöperate in the ownership of a truck. This is
applicable to small and medium-sized farms. (c) By patronizing truck lines
privately owned which haul products, freight, and express upon a charge
basis. (d) By the trucks of the United States Postal Service.
Whether or not it pays for a farmer to own and operate a truck depends
upon the size of the farm, kind and quantity of the commodities hauled,
distance from market, character of the roads, and the loading on the back
trip. A small farm could not be expected to furnish sufficient hauling to
keep a truck busy unless intensively farmed and producing commodities
which require frequent marketing. Even a small farmer, though, might by
hauling for neighbors keep his truck reasonably busy. Or several neighbors
may coöperate in the purchase of the truck and arrange how it shall be
Page 208
operated. They may even form an express line and go into the transportation
business as a side issue.
The parcel-post service has been very successful in handling packages of
produce even as large as a case of eggs. The post-office department allows
its carriers to pick up and deliver packages along the route the same as letter
mail. Privately owned Rural Motor Express vehicles are also operated
successfully which pick up and deliver all sorts of express packages, farm
produce in small quantities, fruit, butter, eggs, and cream. Trucks which
haul nothing but milk and cream are quite common. The farmer leaves his
full cans of milk or cream at a specified place, usually a platform at a level
with the truck floor, on the roadway. The driver of the milk truck picks up
the full cans, leaving empties in their place. Or he may pick up the full on
his way to the market, creamery, or railway station, and leave the empties
on his return. Such routes are both privately owned and coöperatively
owned by the several farmers patronizing them. Often these trucks deliver
the milk and cream to the railway in time to catch a special milk train into
the city.
business as a side issue.
The parcel-post service has been very successful in handling packages of
produce even as large as a case of eggs. The post-office department allows
its carriers to pick up and deliver packages along the route the same as letter
mail. Privately owned Rural Motor Express vehicles are also operated
successfully which pick up and deliver all sorts of express packages, farm
produce in small quantities, fruit, butter, eggs, and cream. Trucks which
haul nothing but milk and cream are quite common. The farmer leaves his
full cans of milk or cream at a specified place, usually a platform at a level
with the truck floor, on the roadway. The driver of the milk truck picks up
the full cans, leaving empties in their place. Or he may pick up the full on
his way to the market, creamery, or railway station, and leave the empties
on his return. Such routes are both privately owned and coöperatively
owned by the several farmers patronizing them. Often these trucks deliver
the milk and cream to the railway in time to catch a special milk train into
the city.
Page 209
HAULING BEANS BY MOTOR TRUCK AND TRAILER
Sacramento Valley, Calif.
Sacramento Valley, Calif.
Page 210
HAULING SUGAR BEETS TO MARKET IN A MOTOR TRUCK
Since the trucks come directly to the farmer’s gate to pick up and deliver
express or freight, the convenience is much greater than the service given
by either the steam railway or the interurban trolley. As a result the trucks
will probably be patronized when the railways would not. The habit of
sending eggs, cream, and other perishable products daily to the market is
formed. The daily credit the farmer receives amounts to a considerable sum
by the end of the month when he collects from the dealer. Many farmers
much more than pay living expenses from the sale of small items utterly
ignored before the days of the motor express.[169] Even the farmer who
owns his own truck could hardly afford a daily trip of several miles and the
time entailed to market small amounts of cream, eggs, vegetables, and
fruits, but the express man by combining the incoming and outgoing
commodities of many farms can without much expense to anyone do a very
good business for himself at an economic benefit to his patrons.
If the farmer, or several farmers, desire to purchase a truck it would be
well first carefully to consider the question with an idea of finding out the
Since the trucks come directly to the farmer’s gate to pick up and deliver
express or freight, the convenience is much greater than the service given
by either the steam railway or the interurban trolley. As a result the trucks
will probably be patronized when the railways would not. The habit of
sending eggs, cream, and other perishable products daily to the market is
formed. The daily credit the farmer receives amounts to a considerable sum
by the end of the month when he collects from the dealer. Many farmers
much more than pay living expenses from the sale of small items utterly
ignored before the days of the motor express.[169] Even the farmer who
owns his own truck could hardly afford a daily trip of several miles and the
time entailed to market small amounts of cream, eggs, vegetables, and
fruits, but the express man by combining the incoming and outgoing
commodities of many farms can without much expense to anyone do a very
good business for himself at an economic benefit to his patrons.
If the farmer, or several farmers, desire to purchase a truck it would be
well first carefully to consider the question with an idea of finding out the
Page 211
character and amount of trucking at hand and then purchase a machine best
adapted for the purpose. The kind of bodies available should be studied,
remembering that he may wish to haul grain on one trip, hogs or sheep on
another, then cream and vegetables. He will want, probably, to haul back
groceries, flour, feed, lumber, hardware, implements, fertilizer, cement, and
gravel. In looking ahead he should estimate the increase in the quantity of
hauling that more rapid transportation, the going to more distant markets,
and the possible raising of different products which may come about
through the owning of a truck, will bring to his farm. In this connection the
reader is referred to the chapters on “Highway Transport Surveys” and
“Effects of the Ease and Cost of Transportation on Production and
Marketing,” given later.
Terminal Facilities. —Railways have found it advantageous to spend
enormous sums of money upon terminal facilities. Depots and warehouses,
garages and repair shops will be necessary if truck lines are to prove
efficient and successful. It would be quite feasible and profitable for all the
truck lines leading from a city to have a union or common terminal station.
Portland, Oregon, has such a station owned by a corporation composed of
bus lines that operate from there to every city of any importance within a
radius of 100 miles. The terminal resembles a railroad depot with waiting
rooms, ticket office, announcer, and conveniences. Buses load and unload
on a platform at the rear of the building reached by a drive-in from the
street. Patrons remain in the waiting room until the bus is announced. Two
buses are sent out if more than enough tickets are sold for one. Under the
present schedule 150 departures in 21 different directions are provided for.
This gives the farthest cities two stages per day while many closer ones are
served hourly.
Some of the advantages of a terminal station may be inferred from the
above. Another is that the total number of clerks and employees may be cut
down, for one clerk can route goods on half a dozen different lines almost
as easily as on one, and there will be no competition between lines, except
by service, if the public service commission has allowed no duplication of
lines and establishes rates. Much of the freight and express will be brought
by the shipper to the depot, where bills of lading will be made out and
charges paid. To be sure, large shippers may desire freight to be picked up
elsewhere, or small express trucks may be used for this purpose, but orders
for this can conveniently be phoned to the central office and directions
adapted for the purpose. The kind of bodies available should be studied,
remembering that he may wish to haul grain on one trip, hogs or sheep on
another, then cream and vegetables. He will want, probably, to haul back
groceries, flour, feed, lumber, hardware, implements, fertilizer, cement, and
gravel. In looking ahead he should estimate the increase in the quantity of
hauling that more rapid transportation, the going to more distant markets,
and the possible raising of different products which may come about
through the owning of a truck, will bring to his farm. In this connection the
reader is referred to the chapters on “Highway Transport Surveys” and
“Effects of the Ease and Cost of Transportation on Production and
Marketing,” given later.
Terminal Facilities. —Railways have found it advantageous to spend
enormous sums of money upon terminal facilities. Depots and warehouses,
garages and repair shops will be necessary if truck lines are to prove
efficient and successful. It would be quite feasible and profitable for all the
truck lines leading from a city to have a union or common terminal station.
Portland, Oregon, has such a station owned by a corporation composed of
bus lines that operate from there to every city of any importance within a
radius of 100 miles. The terminal resembles a railroad depot with waiting
rooms, ticket office, announcer, and conveniences. Buses load and unload
on a platform at the rear of the building reached by a drive-in from the
street. Patrons remain in the waiting room until the bus is announced. Two
buses are sent out if more than enough tickets are sold for one. Under the
present schedule 150 departures in 21 different directions are provided for.
This gives the farthest cities two stages per day while many closer ones are
served hourly.
Some of the advantages of a terminal station may be inferred from the
above. Another is that the total number of clerks and employees may be cut
down, for one clerk can route goods on half a dozen different lines almost
as easily as on one, and there will be no competition between lines, except
by service, if the public service commission has allowed no duplication of
lines and establishes rates. Much of the freight and express will be brought
by the shipper to the depot, where bills of lading will be made out and
charges paid. To be sure, large shippers may desire freight to be picked up
elsewhere, or small express trucks may be used for this purpose, but orders
for this can conveniently be phoned to the central office and directions
Page 212
given from there accordingly. Similarly one garage and one repair shop may
easily look after the cleaning, repairing, oiling, and fueling of several cars
more economically than could each keep its separate shop or even go to a
commercial shop.
The terminal building may be arranged, if desired, so that it can be used
jointly for a passenger station, a freight depot and a storage warehouse. If
for a passenger station there would be need for the agent’s office, waiting
rooms, and toilet accommodations for men and women. The freight depot is
a place for the collection of freight and should be arranged for convenience
and rapid loading and unloading of the trucks. The installation of devices
for this purpose may become advisable as the amount of traffic increases.
Storage room should be provided for those articles which are to wait some
little time for shipment. A check stand to care for parcels is a convenience
to passengers and furnishes the company some revenue.
The Social Aspect of Motor Transportation. —The change from poor
roads and horse-drawn vehicles to good roads and motorized vehicles has
produced in society changes quite as radical. These changes are not entirely
separate from economic changes and one cannot always say that this
particular thing or that particular thing is due to the automobile alone
because every activity in life has its effect on every other activity. As the
waves upon a pond circling about the point of shock come into contact with
other waves their effect is enhanced, minimized, or transformed, and just
what part of the resultant may be due to one agency or to another agency is
impossible to decipher. That each has entered into a combination with the
whole and affected the result there is no doubt. For example it is claimed
that because of the prevalence of pleasure riding the giving and receiving of
dinners and teas have very greatly diminished. No doubt the high cost of
living has had its effect also. Clothiers and haberdashers complain that
automobile owners finding it impossible to keep grease spots from their
clothing, are now buying an inferior grade and losing the art of good
dressing. Builders claim that the expense of buying and maintaining an
automobile has prevented many persons from making needed repairs on
houses or even building new ones. As people live most of their leisure time
in the car a very small apartment will accommodate them for the remaining
time. Fewer books and newspapers are read, it is claimed, and there is less
attention paid to the cultural niceties of life. People go riding in the evening,
so the Sunday evening church service is not attended.
easily look after the cleaning, repairing, oiling, and fueling of several cars
more economically than could each keep its separate shop or even go to a
commercial shop.
The terminal building may be arranged, if desired, so that it can be used
jointly for a passenger station, a freight depot and a storage warehouse. If
for a passenger station there would be need for the agent’s office, waiting
rooms, and toilet accommodations for men and women. The freight depot is
a place for the collection of freight and should be arranged for convenience
and rapid loading and unloading of the trucks. The installation of devices
for this purpose may become advisable as the amount of traffic increases.
Storage room should be provided for those articles which are to wait some
little time for shipment. A check stand to care for parcels is a convenience
to passengers and furnishes the company some revenue.
The Social Aspect of Motor Transportation. —The change from poor
roads and horse-drawn vehicles to good roads and motorized vehicles has
produced in society changes quite as radical. These changes are not entirely
separate from economic changes and one cannot always say that this
particular thing or that particular thing is due to the automobile alone
because every activity in life has its effect on every other activity. As the
waves upon a pond circling about the point of shock come into contact with
other waves their effect is enhanced, minimized, or transformed, and just
what part of the resultant may be due to one agency or to another agency is
impossible to decipher. That each has entered into a combination with the
whole and affected the result there is no doubt. For example it is claimed
that because of the prevalence of pleasure riding the giving and receiving of
dinners and teas have very greatly diminished. No doubt the high cost of
living has had its effect also. Clothiers and haberdashers complain that
automobile owners finding it impossible to keep grease spots from their
clothing, are now buying an inferior grade and losing the art of good
dressing. Builders claim that the expense of buying and maintaining an
automobile has prevented many persons from making needed repairs on
houses or even building new ones. As people live most of their leisure time
in the car a very small apartment will accommodate them for the remaining
time. Fewer books and newspapers are read, it is claimed, and there is less
attention paid to the cultural niceties of life. People go riding in the evening,
so the Sunday evening church service is not attended.
Page 213
An editorial in the Nebraska State Journal of August 31, 1921, puts the
matter piquantly, at least:
The savage determination with which the American is sticking to his automobile despite the drop
in his income is an occasion for wonderment and no little irritation with a lot of us. For the sake of
economy we may have to exchange our seven passenger for a light six or one of the little fours.
Beyond this we need not go. But the farmer, yelling his head off at the fall in corn prices, what does
he mean by sticking to his car? Your mechanic resisting the inevitable fall in wages, would be well
enough off if only he would give up trying to ride like a millionaire. These merchants, claiming they
aren’t making a living, don’t give up their cars, you will observe. Why pity them, then?
Thus does the general assumption that the automobile is a super-luxury impinge upon the fact that
the automobile has become a prime necessity. You laugh. Well, go inquire what are the other things
the people will sacrifice before yielding up their speed machines. A sharp automobile manufacturer
assured a gloomy harvester manufacturer the other day that not only would the men do without
harvesters rather than lose their cars, but the women would yield up their very chewing gum. Yea,
more than that, their pretty clothes. Food is, of course, a superior necessity, but even that can be
reduced and simplified in favor of gasoline.
As to houses, we like to be conservative, but there is a perfectly obvious disposition to put house
shelter second to automobile shelter. That is why the house shortage isn’t hurting us as we expected it
to hurt. The people are in automobile camps. Observe the sudden energy in developing automobile
camps. They are wise. It looks now as if half the population will have deserted houses and flats for
their automobile tent within another year or two.
In winter time a corner of the garage will do well enough for a living room during the few minutes
at a time we are at home. If we insist on a separate house, then the tendency is toward a very small
one. What is the sense in maintaining a big house not to live in? That is the way our minds run now.
This will help the lumber men to understand why building doesn’t pick up as it should. And that is
how we manage to keep the car while incomes fail. It is done by cutting out such unnecessaries as
houses and furniture and clothes and heavy dinners.
America has been living at a fast gait on its nerves. Isn’t that which we see now the natural
reaction from the nervous overstrain of fixed habitation and the relaxing ways of the nomad? The
automobile came along in the nick of time to furnish the transportation, and off we go. The universal
gypsy is breaking out in us. This isn’t more than half moonshine. It is at least half solid fact, with
economic and social consequences which, whatever they prove to be, will be important.
The above editorial indicates that people are beginning to notice the
social changes being brought about by the automobile, and more, they are
ascribing them to the automobile. Changes usually come about so gradually
that, like the hands on a watch, the movement can be noticed only by
comparing what is with what was some time previous.
Rapid transportation and rapid communication has extended Broadway
clear across the continent. One writer by taking an automobile tour found
the American world extends from ocean to ocean, that the hat she purchased
in New York had its duplicate in every millinery window all the way across
to Los Angeles. She further found that the people between were not all
“hicks,” and that farmers did not go around with alfalfa on their chin and
straws in their mouths as shown in the cartoons of the funny section. Some
matter piquantly, at least:
The savage determination with which the American is sticking to his automobile despite the drop
in his income is an occasion for wonderment and no little irritation with a lot of us. For the sake of
economy we may have to exchange our seven passenger for a light six or one of the little fours.
Beyond this we need not go. But the farmer, yelling his head off at the fall in corn prices, what does
he mean by sticking to his car? Your mechanic resisting the inevitable fall in wages, would be well
enough off if only he would give up trying to ride like a millionaire. These merchants, claiming they
aren’t making a living, don’t give up their cars, you will observe. Why pity them, then?
Thus does the general assumption that the automobile is a super-luxury impinge upon the fact that
the automobile has become a prime necessity. You laugh. Well, go inquire what are the other things
the people will sacrifice before yielding up their speed machines. A sharp automobile manufacturer
assured a gloomy harvester manufacturer the other day that not only would the men do without
harvesters rather than lose their cars, but the women would yield up their very chewing gum. Yea,
more than that, their pretty clothes. Food is, of course, a superior necessity, but even that can be
reduced and simplified in favor of gasoline.
As to houses, we like to be conservative, but there is a perfectly obvious disposition to put house
shelter second to automobile shelter. That is why the house shortage isn’t hurting us as we expected it
to hurt. The people are in automobile camps. Observe the sudden energy in developing automobile
camps. They are wise. It looks now as if half the population will have deserted houses and flats for
their automobile tent within another year or two.
In winter time a corner of the garage will do well enough for a living room during the few minutes
at a time we are at home. If we insist on a separate house, then the tendency is toward a very small
one. What is the sense in maintaining a big house not to live in? That is the way our minds run now.
This will help the lumber men to understand why building doesn’t pick up as it should. And that is
how we manage to keep the car while incomes fail. It is done by cutting out such unnecessaries as
houses and furniture and clothes and heavy dinners.
America has been living at a fast gait on its nerves. Isn’t that which we see now the natural
reaction from the nervous overstrain of fixed habitation and the relaxing ways of the nomad? The
automobile came along in the nick of time to furnish the transportation, and off we go. The universal
gypsy is breaking out in us. This isn’t more than half moonshine. It is at least half solid fact, with
economic and social consequences which, whatever they prove to be, will be important.
The above editorial indicates that people are beginning to notice the
social changes being brought about by the automobile, and more, they are
ascribing them to the automobile. Changes usually come about so gradually
that, like the hands on a watch, the movement can be noticed only by
comparing what is with what was some time previous.
Rapid transportation and rapid communication has extended Broadway
clear across the continent. One writer by taking an automobile tour found
the American world extends from ocean to ocean, that the hat she purchased
in New York had its duplicate in every millinery window all the way across
to Los Angeles. She further found that the people between were not all
“hicks,” and that farmers did not go around with alfalfa on their chin and
straws in their mouths as shown in the cartoons of the funny section. Some
Page 214
farmers play golf on their own pastures. The fact that the sack containing
their clubs is often tied with binding twine is of no consequence.
The social intercourse which good roads and the rapid moving
automobile makes possible between neighbor and neighbor and between
country and town tends to produce a more homogeneous people. Each gets
the view point of the other, which reacting modifies his own. Factions are
largely broken up. Tolerance gains sway and more satisfaction and
happiness results.
High wages and profits during and following the war led the average
citizen to purchase some of those luxuries which before then he was unable
to afford. He has had a taste of a “higher standard” of living. No wonder he
objects to a return to pre-war conditions, no wonder he objects to giving up
his automobile, the thing which has furnished him with more pleasure than
his previous humdrum life believed possible. No, he will fight to maintain
the new standard and new living conditions. A social revolution has taken
place, and in traveling about the spiral the world is one step higher.
And while some will for a short time be content to live in one corner of
the garage, as the editorial writer opines, the natural longing for a home will
assert itself. By the aid of the automobile property will be bought in farther-
out district where lots are cheaper, where taxes are not so high, where there
is more breathing space, and healthful conditions are more likely to prevail.
Men of wealth can build suburban estates, and men of less means
comfortable homes leaving the downtown apartments and tenements to
those who cannot yet afford motor cars, and many there be, more’s the pity.
It will be a good thing to have the farms near large centers of population
divided into smaller tracts whereon by intensive cultivation can be
supported many families. Here there is always a demand for garden
products which by means of a small car, or through the agency of motor
express lines, can be marketed daily. It does not require a very great deal of
land to support a poultry farm from which there will be a continuous
income. By diversifying crops something will be coming in at all seasons.
Good roads and the automobile not only make it possible to diversify
farming but make the home life in the country less monotonous. No trouble
to go after supper 12 or 15 miles to the town to take part in civic affairs, to
attend a lecture, watch the movies or go to church. No extra horses need to
be kept for these purposes, neither are the farm horses deprived of their rest.
While the swift ride through bracing air rests the weary farmer after his
their clubs is often tied with binding twine is of no consequence.
The social intercourse which good roads and the rapid moving
automobile makes possible between neighbor and neighbor and between
country and town tends to produce a more homogeneous people. Each gets
the view point of the other, which reacting modifies his own. Factions are
largely broken up. Tolerance gains sway and more satisfaction and
happiness results.
High wages and profits during and following the war led the average
citizen to purchase some of those luxuries which before then he was unable
to afford. He has had a taste of a “higher standard” of living. No wonder he
objects to a return to pre-war conditions, no wonder he objects to giving up
his automobile, the thing which has furnished him with more pleasure than
his previous humdrum life believed possible. No, he will fight to maintain
the new standard and new living conditions. A social revolution has taken
place, and in traveling about the spiral the world is one step higher.
And while some will for a short time be content to live in one corner of
the garage, as the editorial writer opines, the natural longing for a home will
assert itself. By the aid of the automobile property will be bought in farther-
out district where lots are cheaper, where taxes are not so high, where there
is more breathing space, and healthful conditions are more likely to prevail.
Men of wealth can build suburban estates, and men of less means
comfortable homes leaving the downtown apartments and tenements to
those who cannot yet afford motor cars, and many there be, more’s the pity.
It will be a good thing to have the farms near large centers of population
divided into smaller tracts whereon by intensive cultivation can be
supported many families. Here there is always a demand for garden
products which by means of a small car, or through the agency of motor
express lines, can be marketed daily. It does not require a very great deal of
land to support a poultry farm from which there will be a continuous
income. By diversifying crops something will be coming in at all seasons.
Good roads and the automobile not only make it possible to diversify
farming but make the home life in the country less monotonous. No trouble
to go after supper 12 or 15 miles to the town to take part in civic affairs, to
attend a lecture, watch the movies or go to church. No extra horses need to
be kept for these purposes, neither are the farm horses deprived of their rest.
While the swift ride through bracing air rests the weary farmer after his
Page 215
day’s toil in the fields and gives new life to his faithful spouse upon whom
the lonesomeness of isolation lies the much more heavily.
Salesmen have in great numbers provided themselves with automobiles
large enough to carry their samples. With these they can make many more
towns than when they were compelled to depend upon trains and the small-
town livery stables. The result is either a wider territory or more frequent
calls upon customers.
Hotels, during the summer season, especially, if located on one of the
popular cross country roads, are seldom without tourist guests. Nina Wilcox
Putnam[170] states that from Washington westward the “wily tourist will
always wire ahead for rooms, and preferably two days ahead. The truth is
that the best places to stop are not nearly large enough to accommodate the
crowd.” Speaking of these hotels she finds them well equipped, clean, and
well cared for. There is no doubt but that the automobile tourist traffic has
had its effect, too, upon them. Each spring they clean and spruce up with
the idea of securing as much of this traffic as good service reported by the
camaraderie of travelers all along the way will bring to them.
Mention has been made of the country people going to the larger cities to
market their products and purchase goods wanted. It is not considered at all
unusual for country and small town people to auto 30 miles to patronize the
large department stores in the city. If a trade which satisfies both trader and
tradee is beneficial and of economic importance to both then this would
seem to be a good thing. The selling of the goods is beneficial to the store-
keeper because he makes his profit. The trader has a large variety to select
from and having made a voluntary selection is satisfied, because he or she
may secure exactly what the city cousin gets.
But what is to become of the business of the country store-keeper? How
is he to get along? The best thing he can do is to put upon his shelves goods
of a standard quality. His rents and overhead are less than those of the city
competitor; he, therefore, can sell at a less profit. This is so true that the
writer has known of city dwellers going to the country store for these
standard articles. Such interchange while of economical importance is also
sociological in differentiating between city and country merchandising and
in bringing together in a new way the city and country dwellers.
Consolidation of Rural Schools. —The people of the United States have
been justly proud of her public schools. No one has ever considered them to
be perfect, but the influence exerted upon the minds of the growing children
the lonesomeness of isolation lies the much more heavily.
Salesmen have in great numbers provided themselves with automobiles
large enough to carry their samples. With these they can make many more
towns than when they were compelled to depend upon trains and the small-
town livery stables. The result is either a wider territory or more frequent
calls upon customers.
Hotels, during the summer season, especially, if located on one of the
popular cross country roads, are seldom without tourist guests. Nina Wilcox
Putnam[170] states that from Washington westward the “wily tourist will
always wire ahead for rooms, and preferably two days ahead. The truth is
that the best places to stop are not nearly large enough to accommodate the
crowd.” Speaking of these hotels she finds them well equipped, clean, and
well cared for. There is no doubt but that the automobile tourist traffic has
had its effect, too, upon them. Each spring they clean and spruce up with
the idea of securing as much of this traffic as good service reported by the
camaraderie of travelers all along the way will bring to them.
Mention has been made of the country people going to the larger cities to
market their products and purchase goods wanted. It is not considered at all
unusual for country and small town people to auto 30 miles to patronize the
large department stores in the city. If a trade which satisfies both trader and
tradee is beneficial and of economic importance to both then this would
seem to be a good thing. The selling of the goods is beneficial to the store-
keeper because he makes his profit. The trader has a large variety to select
from and having made a voluntary selection is satisfied, because he or she
may secure exactly what the city cousin gets.
But what is to become of the business of the country store-keeper? How
is he to get along? The best thing he can do is to put upon his shelves goods
of a standard quality. His rents and overhead are less than those of the city
competitor; he, therefore, can sell at a less profit. This is so true that the
writer has known of city dwellers going to the country store for these
standard articles. Such interchange while of economical importance is also
sociological in differentiating between city and country merchandising and
in bringing together in a new way the city and country dwellers.
Consolidation of Rural Schools. —The people of the United States have
been justly proud of her public schools. No one has ever considered them to
be perfect, but the influence exerted upon the minds of the growing children
Page 216
has been wholesome. The very life of a republic depends upon an educated
citizenry. With thorough education along right lines there is no reason why
the nation should not live forever. To obtain such an education as is
commensurate with right living and with the upbuilding and maintenance of
our government and civilization requires that every means at hand should
be utilized. The broadening, informational, and unifying influence of the
automobile should not be underestimated. Edison’s theory that the movie
should supplement the textbook because visual education is remarkably
interesting and effective, needs more than a passing thought. The instruction
which the young people receive from parents, from associates, from
newspapers, magazines, and miscellaneous books, from civic organizations
of various kinds, and from Sunday school and church cannot be
overestimated. Neither should be forgotten the vast and important education
which comes through the hard knocks of experience.
An illustration of what the public schools may do for the preservation of
the country can be drawn from the history of the Great War, the worst and
the fiercest the world has ever seen. During that war the patriotism of the
people shone forth with undiminished luster. The response to the President
by the citizenry of the country, whether of his own or opposite political
faith, by every honest organization, public or private, by business and
professional men, by Congress and legislatures, was all but unanimous.
This surprising unanimity was, no doubt, due to the influence of the public
schools. The public schools have always inculcated patriotism and loyalty,
and these lessons were potent as was evident because even before the draft
many young men with Teutonic names took their places with others whose
forebears were of other nationalities as well as with those of long-standing
American descent. Therein went astray one of the guesses of the enemy,
namely, that our Teutonic citizens with their children would prove more
loyal to the “fatherland” than to democratic America. The lessons of
patriotism the children brought home from school, the stories of Valley
Forge and Yorktown, of Gettysburg and Appomattox, were communicated
to their parents and penetrated deep, so that only a moiety of our foreign
born element could be classed with the enemy. Thus have the public schools
in this great melting pot of the world been the conservators of liberty.
The effect of the public school upon the ideals of peace is no less than
that upon their state of mind during war. Every day examples are so
plentiful they need not here be mentioned. Suffice it to say that it should be
citizenry. With thorough education along right lines there is no reason why
the nation should not live forever. To obtain such an education as is
commensurate with right living and with the upbuilding and maintenance of
our government and civilization requires that every means at hand should
be utilized. The broadening, informational, and unifying influence of the
automobile should not be underestimated. Edison’s theory that the movie
should supplement the textbook because visual education is remarkably
interesting and effective, needs more than a passing thought. The instruction
which the young people receive from parents, from associates, from
newspapers, magazines, and miscellaneous books, from civic organizations
of various kinds, and from Sunday school and church cannot be
overestimated. Neither should be forgotten the vast and important education
which comes through the hard knocks of experience.
An illustration of what the public schools may do for the preservation of
the country can be drawn from the history of the Great War, the worst and
the fiercest the world has ever seen. During that war the patriotism of the
people shone forth with undiminished luster. The response to the President
by the citizenry of the country, whether of his own or opposite political
faith, by every honest organization, public or private, by business and
professional men, by Congress and legislatures, was all but unanimous.
This surprising unanimity was, no doubt, due to the influence of the public
schools. The public schools have always inculcated patriotism and loyalty,
and these lessons were potent as was evident because even before the draft
many young men with Teutonic names took their places with others whose
forebears were of other nationalities as well as with those of long-standing
American descent. Therein went astray one of the guesses of the enemy,
namely, that our Teutonic citizens with their children would prove more
loyal to the “fatherland” than to democratic America. The lessons of
patriotism the children brought home from school, the stories of Valley
Forge and Yorktown, of Gettysburg and Appomattox, were communicated
to their parents and penetrated deep, so that only a moiety of our foreign
born element could be classed with the enemy. Thus have the public schools
in this great melting pot of the world been the conservators of liberty.
The effect of the public school upon the ideals of peace is no less than
that upon their state of mind during war. Every day examples are so
plentiful they need not here be mentioned. Suffice it to say that it should be
Page 217
made possible for all the young people to come under the influence of the
public school learn the American’s Creed, and be steeped in the symbolism
of the flag that stands for true democracy.
Changing Concepts of the Public Schools. —Schools have continually
had to change with changing society. During the pioneer period, and that
extended through many years from the first settlements along the coasts,
and the occupation of the great fertile areas of the mid-west to recent efforts
to subdue the semi-desert and desert regions of the farther west, the schools
taught for a few months only a little reading, writing, and arithmetic. The
farm and home life supplemented this with manual labor and the attainment
of skill in making and repairing necessary articles and machinery by the
boys, and the arts of home making, weaving, and cooking, by the girls,
thereby completing a well-rounded education for the times. But with the
increase in population there came a division of labor and specialization.
This meant that the simple school of the pioneers could no longer fit for
life, hence new and additional subjects were added to the curriculums, until
at the present time no one pupil can hope to complete all the work given by
the larger secondary schools. The changing character of society caused the
earliest private schools to be transformed into semi-private and semi-
religious schools, and these to tax-maintained schools. The graded schools
in the larger communities were found to be more efficient than the
ungraded. In country districts the advantages of the graded system could
only be brought about by consolidating several small schools thus enlarging
the districts to get sufficient pupils. This made distances from home so great
that walking to and from school was no longer possible; pupils must be
hauled. Considerable progress was made in such schools with horse-drawn
vehicles, but not until the advent of the motor bus was attained anything
like a practical solution of the problem. So rapidly has the consolidated
school made its way that now there are more than 12,000 such schools
served by motor buses. Since a six-room consolidated school will replace
about nine small schools the greater efficiency of a graded school extending
through a longer school period is gained at little if any increased cost. In the
years to come the results of these schools must have a marked beneficial
effect upon the entire country.
Rural Mail Delivery. —The development of the Rural Mail Delivery and
its relation to the better roads movement has been touched upon in Chapter
V. It will only be necessary to say here that the psychological effect of a
public school learn the American’s Creed, and be steeped in the symbolism
of the flag that stands for true democracy.
Changing Concepts of the Public Schools. —Schools have continually
had to change with changing society. During the pioneer period, and that
extended through many years from the first settlements along the coasts,
and the occupation of the great fertile areas of the mid-west to recent efforts
to subdue the semi-desert and desert regions of the farther west, the schools
taught for a few months only a little reading, writing, and arithmetic. The
farm and home life supplemented this with manual labor and the attainment
of skill in making and repairing necessary articles and machinery by the
boys, and the arts of home making, weaving, and cooking, by the girls,
thereby completing a well-rounded education for the times. But with the
increase in population there came a division of labor and specialization.
This meant that the simple school of the pioneers could no longer fit for
life, hence new and additional subjects were added to the curriculums, until
at the present time no one pupil can hope to complete all the work given by
the larger secondary schools. The changing character of society caused the
earliest private schools to be transformed into semi-private and semi-
religious schools, and these to tax-maintained schools. The graded schools
in the larger communities were found to be more efficient than the
ungraded. In country districts the advantages of the graded system could
only be brought about by consolidating several small schools thus enlarging
the districts to get sufficient pupils. This made distances from home so great
that walking to and from school was no longer possible; pupils must be
hauled. Considerable progress was made in such schools with horse-drawn
vehicles, but not until the advent of the motor bus was attained anything
like a practical solution of the problem. So rapidly has the consolidated
school made its way that now there are more than 12,000 such schools
served by motor buses. Since a six-room consolidated school will replace
about nine small schools the greater efficiency of a graded school extending
through a longer school period is gained at little if any increased cost. In the
years to come the results of these schools must have a marked beneficial
effect upon the entire country.
Rural Mail Delivery. —The development of the Rural Mail Delivery and
its relation to the better roads movement has been touched upon in Chapter
V. It will only be necessary to say here that the psychological effect of a
Page 218
daily mail upon the inhabitants of the rural districts has been most
remarkable. Through its means these people are no longer isolated, they
know daily what is transpiring in the world; they are thinking of the great
questions of finance, politics, and what not, at the same time as their
fellows in other parts of the country. The nation is thus more or less unified,
the country dweller looks and thinks of himself as an integral part of the
whole. Rural mail, telephone, the automobile, modern home conveniences
and, now, radio telephony are rapidly making agriculture one of the great
and desirable professions. The rural home need no longer be a place where
there is nothing but ten hours’ work and six hours’ chores. The farmer of to-
day, with his daily paper, his market reports, his books and magazines, his
furnace-heated and electric-lighted house, his automobile ready at hand, is
better off, more independent, and should be more happy and contented than
those who dwell in the murky city.
The Automobile and Health. —“Health is something more than
strength, it is a universally good condition,” according to Munger. The
automobile, by inducing people to get more into the open air, may be
considered to be a prophylactic, and something that will bring them into
that universally good condition. The forgetting of business, the obliteration
of household cares, the unstringing of high-tensioned nerves by a swift run
like a swallow in its flight over smooth and undulating roads brings rest
with relaxation, and cure with comfort. Then away from the mad’ning
crowd, away from close poorly ventilated rooms, away from foul-smelling
germ-laden cars, to the roads, to the hills, to the country with their varied
shades of living carpets, with freshening winds and glad’ning brooks, with
bees, and birds, and flowers into nature’s great laboratory where are brewed
nectars and panaceas for the ills which infest mankind.
But all cannot have automobiles, pity ’tis, ’tis true, but all may have the
benefit of fresh air and the style for an open air life set by those who can
afford to drive the “red flyers,” the “quivering arrows,” the “bear cats” or
the “poodle dogs,” have been followed by the less fortunate hoi polloi. Thus
outdoor exercises and amusements have been popularized.
While motoring may not be the best form of exercise, may not bring into
play as many muscles as walking, horseback riding, or rowing, say, it must
be remembered that not many can have horses to ride or boats to row and
walking is too slow. Gymnasium exercises or even home gymnastics are not
exciting enough to keep one practicing, so that the outdoor life of the
remarkable. Through its means these people are no longer isolated, they
know daily what is transpiring in the world; they are thinking of the great
questions of finance, politics, and what not, at the same time as their
fellows in other parts of the country. The nation is thus more or less unified,
the country dweller looks and thinks of himself as an integral part of the
whole. Rural mail, telephone, the automobile, modern home conveniences
and, now, radio telephony are rapidly making agriculture one of the great
and desirable professions. The rural home need no longer be a place where
there is nothing but ten hours’ work and six hours’ chores. The farmer of to-
day, with his daily paper, his market reports, his books and magazines, his
furnace-heated and electric-lighted house, his automobile ready at hand, is
better off, more independent, and should be more happy and contented than
those who dwell in the murky city.
The Automobile and Health. —“Health is something more than
strength, it is a universally good condition,” according to Munger. The
automobile, by inducing people to get more into the open air, may be
considered to be a prophylactic, and something that will bring them into
that universally good condition. The forgetting of business, the obliteration
of household cares, the unstringing of high-tensioned nerves by a swift run
like a swallow in its flight over smooth and undulating roads brings rest
with relaxation, and cure with comfort. Then away from the mad’ning
crowd, away from close poorly ventilated rooms, away from foul-smelling
germ-laden cars, to the roads, to the hills, to the country with their varied
shades of living carpets, with freshening winds and glad’ning brooks, with
bees, and birds, and flowers into nature’s great laboratory where are brewed
nectars and panaceas for the ills which infest mankind.
But all cannot have automobiles, pity ’tis, ’tis true, but all may have the
benefit of fresh air and the style for an open air life set by those who can
afford to drive the “red flyers,” the “quivering arrows,” the “bear cats” or
the “poodle dogs,” have been followed by the less fortunate hoi polloi. Thus
outdoor exercises and amusements have been popularized.
While motoring may not be the best form of exercise, may not bring into
play as many muscles as walking, horseback riding, or rowing, say, it must
be remembered that not many can have horses to ride or boats to row and
walking is too slow. Gymnasium exercises or even home gymnastics are not
exciting enough to keep one practicing, so that the outdoor life of the
Page 219
present day, brought about largely by the automobile, has had a more
wholesome effect on the people generally than perhaps any other measure.
Styles of clothing have kept close pace, and the garments now worn by
both men and women are both comfortable and sanitary, allowing freedom
of bodily movement. It is to be hoped that the same influences which
induced such hygienic clothing will continue and that never more may the
autocratic demands of style force people into close-fitting uncomfortable,
unsanitary wearing apparel. For years hygienists, health reformers, and
physicians preached against tight lacing for women without results until the
automobile came to their assistance. Until very recent years women’s long
skirts have swept clouds of germ-laden dust into the air from sidewalks to
be breathed by all passers-by. All men know that their present dressing,
while it might be bettered, is so much more comfortable than formerly that
they have much reason for rejoicing. Formal dressing except for an
occasional party has almost disappeared. In the summer time men may be
comfortable on the streets without coats. But the women, though more
responsive to style changes, now go the men one better and abandon long
sleeves and high collars.
Medical science, always alert to adopt modern improvements, was one of
the first to take advantage of the time-saving benefits of the automobile. Its
universal use by physicians and surgeons, allowing them to reach the
bedside of sick patients more quickly and allowing them to visit more
patients in the same time, is certainly a pathological asset of great value.
Automobile ambulances called in emergency cases save the lives of many
injured persons by getting them quickly to the hospitals and under the care
of competent medical and surgical attention.
From a purely sanitary point of view good roads have been great
agencies for health. Clean streets, clean pavements, and clean roads are
much more wholesome than the mud puddles and quagmires that formerly
served as passageways for man and beast. In order to get better roadways
drainage was resorted to. Ponds and standing water along the side of the
road were done away with, at the same time obliterating the breeding places
of the myriads of mosquitoes that always abounded in summer time. Since
mosquitoes are carriers, as is well known, of such diseases as malaria and
yellow fever, the consequence has been a very great reduction, almost
elimination, of these ailments.
wholesome effect on the people generally than perhaps any other measure.
Styles of clothing have kept close pace, and the garments now worn by
both men and women are both comfortable and sanitary, allowing freedom
of bodily movement. It is to be hoped that the same influences which
induced such hygienic clothing will continue and that never more may the
autocratic demands of style force people into close-fitting uncomfortable,
unsanitary wearing apparel. For years hygienists, health reformers, and
physicians preached against tight lacing for women without results until the
automobile came to their assistance. Until very recent years women’s long
skirts have swept clouds of germ-laden dust into the air from sidewalks to
be breathed by all passers-by. All men know that their present dressing,
while it might be bettered, is so much more comfortable than formerly that
they have much reason for rejoicing. Formal dressing except for an
occasional party has almost disappeared. In the summer time men may be
comfortable on the streets without coats. But the women, though more
responsive to style changes, now go the men one better and abandon long
sleeves and high collars.
Medical science, always alert to adopt modern improvements, was one of
the first to take advantage of the time-saving benefits of the automobile. Its
universal use by physicians and surgeons, allowing them to reach the
bedside of sick patients more quickly and allowing them to visit more
patients in the same time, is certainly a pathological asset of great value.
Automobile ambulances called in emergency cases save the lives of many
injured persons by getting them quickly to the hospitals and under the care
of competent medical and surgical attention.
From a purely sanitary point of view good roads have been great
agencies for health. Clean streets, clean pavements, and clean roads are
much more wholesome than the mud puddles and quagmires that formerly
served as passageways for man and beast. In order to get better roadways
drainage was resorted to. Ponds and standing water along the side of the
road were done away with, at the same time obliterating the breeding places
of the myriads of mosquitoes that always abounded in summer time. Since
mosquitoes are carriers, as is well known, of such diseases as malaria and
yellow fever, the consequence has been a very great reduction, almost
elimination, of these ailments.
Page 220
Again just as the use of the horse on the highways has diminished, so has
the summer pest of flies grown less. The favorite breeding place of the
housefly is horse dung. When nearly every house in both city and country
had its stable with a pile of horse manure by the door flies bred abundantly.
The fly has been convicted of being a most energetic distributor of typhoid
and other bowel complaints, hence the distruction of its breeding places will
be the most effective means for its extermination, and with it one of the
most virile sources of contagion.
Thus, upon analysis, it may be seen that the influence of the automobile
extends throughout the whole domain of life, changing and modifying
nearly all social customs. It is called into use at the birth of the babe to
bring the physician to the bedside of the prospective mother. It is the correct
equipage at the wedding and starts the bride and groom upon their honey-
moon and, it is to be hoped, a happy journey through life. And finally, it
bears the remains to their last resting place in the silent city of the dead.
The Automobile and Crime. —But not always have the changes
produced by automobiles been in the interest of better living. Criminals and
those who verge upon criminality have been quick to employ the superior
advantages of modern means of rapid transit to assist them in their
nefarious work. Automobile theft has taken the place of horse thievery, and
automobiles are used daily as a means of getting to and getting away from
the place of the crime. Trucks are utilized to haul the loot. Since the
adoption of prohibition laws motor cars have been seized upon by booze
runners as a convenient vehicle for transporting liquor from one place to
another, thus becoming an aid to “bootlegging.” In several of the states cars
used for illegally transporting intoxicants are confiscated upon discovery
and sold by the state. Drastic laws also deal with operators and owners.
Highway robbery of trucks hauling goods across country is reported. In
New Jersey two trucks were robbed of $120,000 worth of merchandise. In
other places express drivers have been held up and relieved of their money.
One of the earliest improvements of the roadways of England was due to
the prevalence of highway robbers—the brush and trees were ordered to be
cut from the highway in order that their might be fewer lurking places for
robbers.[171]
Here the results of robbery may lead to interesting possibilities. For
instance if the trucks above mentioned as robbed in New Jersey were
owned by the shipper the $120,000 is a dead loss to him unless he had
the summer pest of flies grown less. The favorite breeding place of the
housefly is horse dung. When nearly every house in both city and country
had its stable with a pile of horse manure by the door flies bred abundantly.
The fly has been convicted of being a most energetic distributor of typhoid
and other bowel complaints, hence the distruction of its breeding places will
be the most effective means for its extermination, and with it one of the
most virile sources of contagion.
Thus, upon analysis, it may be seen that the influence of the automobile
extends throughout the whole domain of life, changing and modifying
nearly all social customs. It is called into use at the birth of the babe to
bring the physician to the bedside of the prospective mother. It is the correct
equipage at the wedding and starts the bride and groom upon their honey-
moon and, it is to be hoped, a happy journey through life. And finally, it
bears the remains to their last resting place in the silent city of the dead.
The Automobile and Crime. —But not always have the changes
produced by automobiles been in the interest of better living. Criminals and
those who verge upon criminality have been quick to employ the superior
advantages of modern means of rapid transit to assist them in their
nefarious work. Automobile theft has taken the place of horse thievery, and
automobiles are used daily as a means of getting to and getting away from
the place of the crime. Trucks are utilized to haul the loot. Since the
adoption of prohibition laws motor cars have been seized upon by booze
runners as a convenient vehicle for transporting liquor from one place to
another, thus becoming an aid to “bootlegging.” In several of the states cars
used for illegally transporting intoxicants are confiscated upon discovery
and sold by the state. Drastic laws also deal with operators and owners.
Highway robbery of trucks hauling goods across country is reported. In
New Jersey two trucks were robbed of $120,000 worth of merchandise. In
other places express drivers have been held up and relieved of their money.
One of the earliest improvements of the roadways of England was due to
the prevalence of highway robbers—the brush and trees were ordered to be
cut from the highway in order that their might be fewer lurking places for
robbers.[171]
Here the results of robbery may lead to interesting possibilities. For
instance if the trucks above mentioned as robbed in New Jersey were
owned by the shipper the $120,000 is a dead loss to him unless he had
Page 221
insurance. Even if the trucks were owned by a small capitalist he would
probably not be able to recompense the shipper. Had it been lost on a
railway it would have been paid for. If motor shipping is to continue
shipments must be covered by bonds or insurance. Even then there is a loss
to the public when outlaws seize a loaded truck and drive it into wilds
whence its contents can be disposed of at leisure. Shall truckers, like the
ancient caravans of the deserts maintain guards with long guns to fight off
marauding Bedouins? The western stages of some years ago furnished
employment as guards to the quickest shots in the world. Is it the duty of
the community to make its highways safe for transportation or must the
shipper take the risk and employ guards and machine guns?
Vandalism. —Complaints are made that those who drive or walk to the
country are often guilty of vandalism and disregard for the rights of
property. Note this editorial utterance in the Saturday Evening Post of June
17, 1922:[172]
On Sunday one dare not leave one’s farm or country place unwatched or unprotected for a
moment. The whole countryside is aswarm with Nature lovers from the near by city. First come the
makers of forbidden beverages, trooping across fields and lawns, picking the once despised
dandelion and anything else that happens to be loose; then the happy motorists in long procession,
embowering their cars in the spoil of orchards, woodlands, and wayside shrubberies. If there are no
flowers near the road these free-and-easy visitors will penetrate one’s garden and break off the
blooming branches of the rhododendrons or lilacs or whatever other bush happens to engage their
fancy. With trowel and spade the woods are looted and sometimes, if it looks safe, an unwatched
garden. Following come shy maidens, in twos and threes, daintily pulling up the woodland flowers
by the roots—arbutus, azalea, and a hundred little blossoms that wilt in the hand that picks them; and
everywhere are bands of half-grown hoodlums helping in the spoiling of the countryside.
The bolder spirits are usually those who come in motors. They can destroy more, steal more, and
get away faster than the man on foot. They meet remonstrance with effrontery and resent the notion
that a hick has any rights of property and privacy that they are bound to respect. The flowers, the
shrubs, the orchards, and occasionally the unguarded gardens are their prey. They camp beside the
woodland brook or the shaded spring, hack the trees, trample the flowers, and turn the spot into a
garbage hole with their greasy papers, tin cans, bottles and refuse food. Then up and away to the snug
flat in the big town, throwing out the wilted flowers as they go.
Spooning in automobiles parked along the roadways is a subject of
regulation in the city of Omaha. An ordinance makes it a misdemeanor
subject to fine.
However, the motor car will not be discarded or outlawed because
unscrupulous persons put it to illegal and immoral purposes. A net cast into
the sea gathers fishes of every kind, and among the wheat there will always
spring up tares.
probably not be able to recompense the shipper. Had it been lost on a
railway it would have been paid for. If motor shipping is to continue
shipments must be covered by bonds or insurance. Even then there is a loss
to the public when outlaws seize a loaded truck and drive it into wilds
whence its contents can be disposed of at leisure. Shall truckers, like the
ancient caravans of the deserts maintain guards with long guns to fight off
marauding Bedouins? The western stages of some years ago furnished
employment as guards to the quickest shots in the world. Is it the duty of
the community to make its highways safe for transportation or must the
shipper take the risk and employ guards and machine guns?
Vandalism. —Complaints are made that those who drive or walk to the
country are often guilty of vandalism and disregard for the rights of
property. Note this editorial utterance in the Saturday Evening Post of June
17, 1922:[172]
On Sunday one dare not leave one’s farm or country place unwatched or unprotected for a
moment. The whole countryside is aswarm with Nature lovers from the near by city. First come the
makers of forbidden beverages, trooping across fields and lawns, picking the once despised
dandelion and anything else that happens to be loose; then the happy motorists in long procession,
embowering their cars in the spoil of orchards, woodlands, and wayside shrubberies. If there are no
flowers near the road these free-and-easy visitors will penetrate one’s garden and break off the
blooming branches of the rhododendrons or lilacs or whatever other bush happens to engage their
fancy. With trowel and spade the woods are looted and sometimes, if it looks safe, an unwatched
garden. Following come shy maidens, in twos and threes, daintily pulling up the woodland flowers
by the roots—arbutus, azalea, and a hundred little blossoms that wilt in the hand that picks them; and
everywhere are bands of half-grown hoodlums helping in the spoiling of the countryside.
The bolder spirits are usually those who come in motors. They can destroy more, steal more, and
get away faster than the man on foot. They meet remonstrance with effrontery and resent the notion
that a hick has any rights of property and privacy that they are bound to respect. The flowers, the
shrubs, the orchards, and occasionally the unguarded gardens are their prey. They camp beside the
woodland brook or the shaded spring, hack the trees, trample the flowers, and turn the spot into a
garbage hole with their greasy papers, tin cans, bottles and refuse food. Then up and away to the snug
flat in the big town, throwing out the wilted flowers as they go.
Spooning in automobiles parked along the roadways is a subject of
regulation in the city of Omaha. An ordinance makes it a misdemeanor
subject to fine.
However, the motor car will not be discarded or outlawed because
unscrupulous persons put it to illegal and immoral purposes. A net cast into
the sea gathers fishes of every kind, and among the wheat there will always
spring up tares.
Page 222
Conclusion. —The world cannot now get along without the motor car.
What was a luxury yesterday has become a necessity to-day. Automotive
transportation is carving out a path for itself. While it perhaps will take
much from the older forms of transportation it can never hope to supplant
them. The final result will come only after the world has had opportunity
through competitive experience to determine which is most economical in
time and money and which is most desirable and comfortable from a
personal or a sociological standpoint for the various purposes and various
kinds of transportation.
At present it would seem as though the automobile will be used more
largely than ever: I. As a pleasure and business vehicle driven by its owner
for passenger traffic: (a) for local travel near home; (b) for short runs from
town to town; (c) for more extended tourist traffic, and (d) for the use of
salesmen. II. For pay passenger traffic: (a) Taxi-cabs in the cities: (b)
Motor-bus service in the cities either in competition or in conjunction with
street car service; (c) motor bus service to suburban and outlying districts;
(d) motor bus service between towns up to 75 or 100 miles, with towns not
more than two hours apart, (e) motor bus service between railway terminals.
III. For freight and express traffic: (a) Haulage of farm products to market
or shipping point in owner’s truck; (b) Haulage to market of perishable farm
products in rapid going privately or coöperatively owned trucks; (c) Heavy
trucking lines through farm districts; (d) Light express lines through farm
districts; (e) Suburban or radial distribution of goods from large cities; (f)
Short-haul traffic between towns; (g) Short branch-line or stub-end
transportation to be taken over by trucks either in competition or
conjunction with railways; (h) Trap car and store to door service by
railways; (i) Terminal distribution allowing cars to be loaded and unloaded
at a greater distance from congested centers; (j) Terminal distribution
between different lines of railway or between railway and waterway either
to relieve congestion or where there is no physical connection; (k) Longer
hauls where there are no rail facilities; (l) Logging and lumbering formerly
done by horses, oxen, or even light railway, (m) Rural mail service, and IV.
By modified or combination motors: (a) Trackless trolley; (b) Rail motors.
Addendum. —Since the above was written President Harding has issued
the annual legislative message to Congress (December 8, 1922), in which
he discusses at some length the transportation problem in the United States.
Among other things he says:
What was a luxury yesterday has become a necessity to-day. Automotive
transportation is carving out a path for itself. While it perhaps will take
much from the older forms of transportation it can never hope to supplant
them. The final result will come only after the world has had opportunity
through competitive experience to determine which is most economical in
time and money and which is most desirable and comfortable from a
personal or a sociological standpoint for the various purposes and various
kinds of transportation.
At present it would seem as though the automobile will be used more
largely than ever: I. As a pleasure and business vehicle driven by its owner
for passenger traffic: (a) for local travel near home; (b) for short runs from
town to town; (c) for more extended tourist traffic, and (d) for the use of
salesmen. II. For pay passenger traffic: (a) Taxi-cabs in the cities: (b)
Motor-bus service in the cities either in competition or in conjunction with
street car service; (c) motor bus service to suburban and outlying districts;
(d) motor bus service between towns up to 75 or 100 miles, with towns not
more than two hours apart, (e) motor bus service between railway terminals.
III. For freight and express traffic: (a) Haulage of farm products to market
or shipping point in owner’s truck; (b) Haulage to market of perishable farm
products in rapid going privately or coöperatively owned trucks; (c) Heavy
trucking lines through farm districts; (d) Light express lines through farm
districts; (e) Suburban or radial distribution of goods from large cities; (f)
Short-haul traffic between towns; (g) Short branch-line or stub-end
transportation to be taken over by trucks either in competition or
conjunction with railways; (h) Trap car and store to door service by
railways; (i) Terminal distribution allowing cars to be loaded and unloaded
at a greater distance from congested centers; (j) Terminal distribution
between different lines of railway or between railway and waterway either
to relieve congestion or where there is no physical connection; (k) Longer
hauls where there are no rail facilities; (l) Logging and lumbering formerly
done by horses, oxen, or even light railway, (m) Rural mail service, and IV.
By modified or combination motors: (a) Trackless trolley; (b) Rail motors.
Addendum. —Since the above was written President Harding has issued
the annual legislative message to Congress (December 8, 1922), in which
he discusses at some length the transportation problem in the United States.
Among other things he says:
Page 223
Manifestly, we have need to begin on plans to coördinate all transportation facilities. We should
more effectively connect up our rail lines with our carriers by sea. We ought to reap some benefit
from the hundreds of millions expended on inland waterways, proving our capacity to utilize as well
as to expend. We ought to turn the motor truck into a rail feeder and distributor instead of a
destroying competitor.
It would be folly to ignore that we live in a motor age. The motor car reflects our standard of living
and gauges the speed of our present-day life. This transportation problem cannot be waived aside.
The demand for lowered costs on farm products and basic materials cannot be ignored....
Government operation does not afford the cure. It was government operation which brought to us
the very order of things against which we now rebel, and we are still liquidating the costs of that
supreme folly.
Surely the genius of the railway builders has not become extinct among the railway managers.
New economies, new efficiencies in coöperation must be found. The fact that labor takes 50 to 60 per
cent of total railway earnings makes limitations within which to effect economies very difficult but
the demand is no less insistent on that account.
The President then urged merger of railroads, pooling of equipment and a
central agency to aid in their financing and to suggest economies. This
portion of his message was evidently inspired by the great labor strike
during the summer of 1922, and the subsequent shortage of cars and
inadequacy of transportation facilities. He argued that there “should be a
guaranty against suspended operation. The public must be spared even the
threat of discontinued service.” He then recommended an abolition of the
Labor Board as not being “so constituted as best to serve the public
interest.” This board is composed of three members selected by the railways
and three by railway employees, and three by the Government. According
to President Harding “it is inevitable that the partisan viewpoint is
maintained throughout hearings and in decisions handed down. Only the
public group of three is free to function in unbiased decisions.” He,
therefore, suggested the abolishment of the partisan membership and that
the work of the board be performed by or in very close contact with the
Inter-State Commerce Commission which already has supreme authority in
rate making to which “wage cost bears an indissoluble relationship.”
When a president of the United States takes up so much of his annual
message with transportation and the relationship which the different forms
bear to each other, when he argues for harmony between them and between
them and their employees, there is certainly reason for study and legislation
which will bring about just and adequate methods of administration,
operation and regulation.
SELECTED REFERENCES
more effectively connect up our rail lines with our carriers by sea. We ought to reap some benefit
from the hundreds of millions expended on inland waterways, proving our capacity to utilize as well
as to expend. We ought to turn the motor truck into a rail feeder and distributor instead of a
destroying competitor.
It would be folly to ignore that we live in a motor age. The motor car reflects our standard of living
and gauges the speed of our present-day life. This transportation problem cannot be waived aside.
The demand for lowered costs on farm products and basic materials cannot be ignored....
Government operation does not afford the cure. It was government operation which brought to us
the very order of things against which we now rebel, and we are still liquidating the costs of that
supreme folly.
Surely the genius of the railway builders has not become extinct among the railway managers.
New economies, new efficiencies in coöperation must be found. The fact that labor takes 50 to 60 per
cent of total railway earnings makes limitations within which to effect economies very difficult but
the demand is no less insistent on that account.
The President then urged merger of railroads, pooling of equipment and a
central agency to aid in their financing and to suggest economies. This
portion of his message was evidently inspired by the great labor strike
during the summer of 1922, and the subsequent shortage of cars and
inadequacy of transportation facilities. He argued that there “should be a
guaranty against suspended operation. The public must be spared even the
threat of discontinued service.” He then recommended an abolition of the
Labor Board as not being “so constituted as best to serve the public
interest.” This board is composed of three members selected by the railways
and three by railway employees, and three by the Government. According
to President Harding “it is inevitable that the partisan viewpoint is
maintained throughout hearings and in decisions handed down. Only the
public group of three is free to function in unbiased decisions.” He,
therefore, suggested the abolishment of the partisan membership and that
the work of the board be performed by or in very close contact with the
Inter-State Commerce Commission which already has supreme authority in
rate making to which “wage cost bears an indissoluble relationship.”
When a president of the United States takes up so much of his annual
message with transportation and the relationship which the different forms
bear to each other, when he argues for harmony between them and between
them and their employees, there is certainly reason for study and legislation
which will bring about just and adequate methods of administration,
operation and regulation.
SELECTED REFERENCES
Page 224
Agricultural Inquiry, Report of Joint Commission on, Part III deals with Transportation, Washington,
D. C., 1922.
Alden, H. W., “Automotive Obligations Toward Highway Development,” Journal of the Society of
Automotive Engineers, Vol. VIII, pp. 161-162, 426-432.
Automotive Industries.—“Automobile Service Stations,” Vol. XLVII, pp. 174-175; “Automobiles in
Postal Service,” 178-179; “Cost of Operation of Bus Lines,” 482-483; “Motor Trucks on the
Farm,” 315; “Railroad Officials Recognize Truck as Transportation Ally,” Vol. XLIII, 1201-
1203.
Baker, C. W., “Relative Economy of Truck and Railway,” Engineering News-Record, Vol. LXXXIII,
pp. 52-67.
Bassett, W. R., “Avoiding Industrial Traffic,” Industrial Management, Vol. XLI, pp. 342-346.
Blanchard, A. H., “Traffic and Transportation,” Canadian Engineer, Vol. XL, pp. 129-131.
Blum, H., “Transportation of Bulk Freight,” Kali, Halle, Germany.
Bus Transportation.—“Baltimore Service,” Vol. I, p. 484; “Motor Buses,” 479-80; “Bus and Electric
Railways as Essentials in Transportation,” by G. A. Green, 293-295; “Battle of the Bus and the
Street Car,” by F. H. Warren, 85-88; “New Englanders Hold Meeting to Study Motor Bus and
Trackless Trolley,” 124-129, 191-193; “Railway Men Discuss the Bus and its Relation to Rail
Transportation,” 195-196.
Davis, F. W., “Motor Truck Transportation,” Engineering News-Record, Vol. LXXXV, pp. 1194-
1195.
Donnelly, William T., “Comparison of Cargo Transportation,” Marine Engineering, Vol. XXV, pp.
899-903.
Engineering.—“Bringing the Food to the Table,” Vol. VI, pp. 387-391.
Electric Railway Journal.—“Report of Committee on Trackless Trolley Transportation to the
American Electric Railway Association,” Vol. LX, pp. 576-577; “Freight and Motor Truck
Competition,” Vol. LVI, pp. 157-160.
Development of the Automobile:
Hiscock, Gardner D., “Horseless Vehicles,” Norman W. Henley & Co., New York, 1901.
Homans, James E., “Self-Propelled Vehicles,” Theo. Audel & Company, New York, 1902.
“History of Automobile Carriages,” reprinted from La Nature by the Scientific American, Vol.
LXXII, p. 389, June 22, 1895.
Many other articles in the Scientific American, some of which are: “Ponchain’s Electric
Carriage,” Vol. LXX, p. 69; “The Tachocycle,” p. 181; “Gaillardet’s Steam Carriage,” p.
200; “Simonds’ Steam Wagon,” p. 398; “Bicycle of 1816,” Vol. LXVII, p. 180; An Account
of an automobile race from Paris to Bordeaux with descriptions of some of the machines
participating, LXXIII, p. 40; “An English Horseless Carriage of 1827,” p. 214; “Duryea
Motor Wagon,” p. 293; “Petrolium Tricycle,” p. 234; “Kane-Pennington Victoria,” p. 293;
“The Benz Motocycle,” p. 315; “De La Vergne Motor Drag,” p. 377; “Steam Omnibus in
London, 1833,” p. 404.
D. C., 1922.
Alden, H. W., “Automotive Obligations Toward Highway Development,” Journal of the Society of
Automotive Engineers, Vol. VIII, pp. 161-162, 426-432.
Automotive Industries.—“Automobile Service Stations,” Vol. XLVII, pp. 174-175; “Automobiles in
Postal Service,” 178-179; “Cost of Operation of Bus Lines,” 482-483; “Motor Trucks on the
Farm,” 315; “Railroad Officials Recognize Truck as Transportation Ally,” Vol. XLIII, 1201-
1203.
Baker, C. W., “Relative Economy of Truck and Railway,” Engineering News-Record, Vol. LXXXIII,
pp. 52-67.
Bassett, W. R., “Avoiding Industrial Traffic,” Industrial Management, Vol. XLI, pp. 342-346.
Blanchard, A. H., “Traffic and Transportation,” Canadian Engineer, Vol. XL, pp. 129-131.
Blum, H., “Transportation of Bulk Freight,” Kali, Halle, Germany.
Bus Transportation.—“Baltimore Service,” Vol. I, p. 484; “Motor Buses,” 479-80; “Bus and Electric
Railways as Essentials in Transportation,” by G. A. Green, 293-295; “Battle of the Bus and the
Street Car,” by F. H. Warren, 85-88; “New Englanders Hold Meeting to Study Motor Bus and
Trackless Trolley,” 124-129, 191-193; “Railway Men Discuss the Bus and its Relation to Rail
Transportation,” 195-196.
Davis, F. W., “Motor Truck Transportation,” Engineering News-Record, Vol. LXXXV, pp. 1194-
1195.
Donnelly, William T., “Comparison of Cargo Transportation,” Marine Engineering, Vol. XXV, pp.
899-903.
Engineering.—“Bringing the Food to the Table,” Vol. VI, pp. 387-391.
Electric Railway Journal.—“Report of Committee on Trackless Trolley Transportation to the
American Electric Railway Association,” Vol. LX, pp. 576-577; “Freight and Motor Truck
Competition,” Vol. LVI, pp. 157-160.
Development of the Automobile:
Hiscock, Gardner D., “Horseless Vehicles,” Norman W. Henley & Co., New York, 1901.
Homans, James E., “Self-Propelled Vehicles,” Theo. Audel & Company, New York, 1902.
“History of Automobile Carriages,” reprinted from La Nature by the Scientific American, Vol.
LXXII, p. 389, June 22, 1895.
Many other articles in the Scientific American, some of which are: “Ponchain’s Electric
Carriage,” Vol. LXX, p. 69; “The Tachocycle,” p. 181; “Gaillardet’s Steam Carriage,” p.
200; “Simonds’ Steam Wagon,” p. 398; “Bicycle of 1816,” Vol. LXVII, p. 180; An Account
of an automobile race from Paris to Bordeaux with descriptions of some of the machines
participating, LXXIII, p. 40; “An English Horseless Carriage of 1827,” p. 214; “Duryea
Motor Wagon,” p. 293; “Petrolium Tricycle,” p. 234; “Kane-Pennington Victoria,” p. 293;
“The Benz Motocycle,” p. 315; “De La Vergne Motor Drag,” p. 377; “Steam Omnibus in
London, 1833,” p. 404.
Page 225
Firestone Ship by Truck Bureau, Bulletin No. 6, “Consolidated Rural Schools and the Motor Truck”;
Bulletin No. 7, “The Motor Truck Terminal.” Akron, Ohio.
Facts and Figures, 1922. “Motor Bus Aids Rural Education,” National Automobile Chamber of
Commerce, New York.
Greenough, M. B., “Motor Trucks and Highway Transportation,” Engineering and Contracting, Vol.
XLIX, pp. 157-158.
Johnson, Emory R., “Elements of Transportation,” D. Appleton & Co., New York, 1909.
Lacy, V. E., “Inland Waterway Transportation,” Journal of the Society of Automotive Engineers, Vol.
VIII, pp. 59-62.
Lane, F. Van Zant, “Motor Truck Transportation,” D. Van Nostrand Company, New York, 1922.
Mackall, J. N., “Motor Bus as a Factor in Highway Transport,” Engineering News-Record, Vol.
LXXXIII, p. 234.
Mantell, John J., “Transportation Problems of the Metropolitan District,” Official Proceedings of
the New York Railroad Club, Vol. XXXI, pp. 6369-6393.
Mechanical Engineering.—Discussion on Motor Truck Transportation, Inland Waterways, etc., Vol.
XLIII, pp. 181-183.
Motor Rail Cars:
Railway Review.—Vol. LXIX, pp. 753-755, 792-796; 860, Vol. LXX, 49-50, 191-192, 389-392,
501, 656, 669-673, 741-747, 928-929, 930.
Railway Age.—Vol. LXXI, pp. 841-843, Vol. LXXII, pp. 749-750, 886, 920, 1008-1009, 1069-
1070, 1183-1184.
Electric Railway Journal.—Vol. LXIX, pp. 419, 513, 685-686.
Municipal Engineering.—“Text of Colorado Decision Affecting Commercial Use of Highways.” Vol.
LXIII, sup. pp. 17-18.
National Automobile Chamber of Commerce.—Graham, George H., “The Motor Vehicle—
Competitor or Ally,” 1920.
Norton, S. V., “The Motor Truck as an Aid to Transportation,” A. W. Shaw Company, Chicago.
Power Wagon.—Various articles March, July, October, November, and December, 1921, and during
the year 1922.
Stocks, C. W., “The Bus Transportation Field,” Electric Railway Journal, N. Y., Vol. LVIII, pp. 517-
522.
Spence, Lewis J., “New Era of Railroad Transportation in America,” Paper before the National
Industrial Traffic League, Railway Age, Vol. LXIX, pp. 1153-1154.
Upham, C. M., “Car Shortage and Its Relation to Highway Work,” Engineering News-Record, Vol.
LXXIX, pp. 1099-1100.
White, W. T., “War Development of Motor Transportation,” Good Roads, n. s. Vol. XIX, pp. 291-
292.
Whiteside, W. J., “Motor Truck Competition,” Electric Railway Journal, Vol. LIV, pp. 981-982.
Bulletin No. 7, “The Motor Truck Terminal.” Akron, Ohio.
Facts and Figures, 1922. “Motor Bus Aids Rural Education,” National Automobile Chamber of
Commerce, New York.
Greenough, M. B., “Motor Trucks and Highway Transportation,” Engineering and Contracting, Vol.
XLIX, pp. 157-158.
Johnson, Emory R., “Elements of Transportation,” D. Appleton & Co., New York, 1909.
Lacy, V. E., “Inland Waterway Transportation,” Journal of the Society of Automotive Engineers, Vol.
VIII, pp. 59-62.
Lane, F. Van Zant, “Motor Truck Transportation,” D. Van Nostrand Company, New York, 1922.
Mackall, J. N., “Motor Bus as a Factor in Highway Transport,” Engineering News-Record, Vol.
LXXXIII, p. 234.
Mantell, John J., “Transportation Problems of the Metropolitan District,” Official Proceedings of
the New York Railroad Club, Vol. XXXI, pp. 6369-6393.
Mechanical Engineering.—Discussion on Motor Truck Transportation, Inland Waterways, etc., Vol.
XLIII, pp. 181-183.
Motor Rail Cars:
Railway Review.—Vol. LXIX, pp. 753-755, 792-796; 860, Vol. LXX, 49-50, 191-192, 389-392,
501, 656, 669-673, 741-747, 928-929, 930.
Railway Age.—Vol. LXXI, pp. 841-843, Vol. LXXII, pp. 749-750, 886, 920, 1008-1009, 1069-
1070, 1183-1184.
Electric Railway Journal.—Vol. LXIX, pp. 419, 513, 685-686.
Municipal Engineering.—“Text of Colorado Decision Affecting Commercial Use of Highways.” Vol.
LXIII, sup. pp. 17-18.
National Automobile Chamber of Commerce.—Graham, George H., “The Motor Vehicle—
Competitor or Ally,” 1920.
Norton, S. V., “The Motor Truck as an Aid to Transportation,” A. W. Shaw Company, Chicago.
Power Wagon.—Various articles March, July, October, November, and December, 1921, and during
the year 1922.
Stocks, C. W., “The Bus Transportation Field,” Electric Railway Journal, N. Y., Vol. LVIII, pp. 517-
522.
Spence, Lewis J., “New Era of Railroad Transportation in America,” Paper before the National
Industrial Traffic League, Railway Age, Vol. LXIX, pp. 1153-1154.
Upham, C. M., “Car Shortage and Its Relation to Highway Work,” Engineering News-Record, Vol.
LXXIX, pp. 1099-1100.
White, W. T., “War Development of Motor Transportation,” Good Roads, n. s. Vol. XIX, pp. 291-
292.
Whiteside, W. J., “Motor Truck Competition,” Electric Railway Journal, Vol. LIV, pp. 981-982.
Page 226
Willard, Daniel E., “Railroad Transportation. Fundamentals for developing a complete and well-
articulated national transportation system,” Mechanical Engineering, Vol. XLIII, pp. 17-18.
Williams, C. C., “When Ship Freight by Motor Truck and When by Rail,” Engineering News, Vol.
LXXVIII, pp. 315-316, 660-661.
Young, H. E., “Freight Movements by Motor Truck,” Western Society of Engineers’ Journal, Vol.
XXVI, p. 204.
FOOTNOTES
[167] See “The Motor Bus Field as a Market for Trucks,” Automotive Industries, September
29, 1921.
[168] One method of estimating cost of automobile riding, for a machine costing originally
$1000, which having a life of 30,000 miles is then worth for scrap $100, may be given thus:
(1000-100)100
Original cost expressed in cents per mile 3.0
30,000
Cost of repairs, estimated, 0.5
Gasoline and oil 2.5
Tires 1.5
Garage
Interest
Taxes - 1.5
Insurance
License
9.0
The cost is about 9 cents per car mile. If an average of two passengers ride that is 41⁄2 cents per
passenger mile. The above is merely an illustration and cannot be applied generally.
[169] See Bulletin 770, U. S. Dept. of Agriculture, Bureau of Markets, “Motor Transportation
for Rural Districts,” Also Bulletin 931.
[170] “A Jitney Guide to the Santa Fé Trail,” Saturday Evening Post, June 10, 1922.
[171] The statute of Winchester enacted during the reign of Edward I, of England, provided
“that highways leading from one market town to another shall be enlarged, where woods, hedges
or dykes be, so that there be neither dyke, tree nor bush, whereby a man may lurk to do hurt,
within two hundred foot on the one side and two hundred foot on the other side of the way.”
[172] Reprinted by permission from The Saturday Evening Post, Copyright 1922, by the
Curtis Publishing Company, Philadelphia, Pa.
articulated national transportation system,” Mechanical Engineering, Vol. XLIII, pp. 17-18.
Williams, C. C., “When Ship Freight by Motor Truck and When by Rail,” Engineering News, Vol.
LXXVIII, pp. 315-316, 660-661.
Young, H. E., “Freight Movements by Motor Truck,” Western Society of Engineers’ Journal, Vol.
XXVI, p. 204.
FOOTNOTES
[167] See “The Motor Bus Field as a Market for Trucks,” Automotive Industries, September
29, 1921.
[168] One method of estimating cost of automobile riding, for a machine costing originally
$1000, which having a life of 30,000 miles is then worth for scrap $100, may be given thus:
(1000-100)100
Original cost expressed in cents per mile 3.0
30,000
Cost of repairs, estimated, 0.5
Gasoline and oil 2.5
Tires 1.5
Garage
Interest
Taxes - 1.5
Insurance
License
9.0
The cost is about 9 cents per car mile. If an average of two passengers ride that is 41⁄2 cents per
passenger mile. The above is merely an illustration and cannot be applied generally.
[169] See Bulletin 770, U. S. Dept. of Agriculture, Bureau of Markets, “Motor Transportation
for Rural Districts,” Also Bulletin 931.
[170] “A Jitney Guide to the Santa Fé Trail,” Saturday Evening Post, June 10, 1922.
[171] The statute of Winchester enacted during the reign of Edward I, of England, provided
“that highways leading from one market town to another shall be enlarged, where woods, hedges
or dykes be, so that there be neither dyke, tree nor bush, whereby a man may lurk to do hurt,
within two hundred foot on the one side and two hundred foot on the other side of the way.”
[172] Reprinted by permission from The Saturday Evening Post, Copyright 1922, by the
Curtis Publishing Company, Philadelphia, Pa.
Page 227
CHAPTER VIII
PLANNING HIGHWAY SYSTEMS: SELECTION OF ROAD TYPES
A road is a strip of land set apart or appropriated for travel, public or private. When a road has been
dedicated to the public or has been used so long that the public has a legal right of easement therein, it
becomes a highway.[173]
The object of a road is to provide a way for transportation. It goes without saying, therefore, that its
situation should be such that it can perform this function most efficiently, and a system of highways should
perform the same function for the public in the same manner. Efficiency here includes the ideas of economy
and satisfaction combined.
In order to make a layout of a system of highways they should first be classified as to use, for the proper
treatment will depend upon the use to which the roads are to be put. Anyone attempting a layout will make
his own classification suitable to the inherent conditions pertaining to the district covered. The classification
of Mr. T. H. MacDonald, Director of the Bureau of Public Roads, U. S. Department of Agriculture, made for
another purpose may be adopted:[174]
1. Those used chiefly related to agriculture.
2. Those which are recreational in character.
3. Those which are commercial.
4. Those which are military.
Agricultural roads comprise those leading from farm to town and are used chiefly for marketing, and for
social, educational, and religious activities.
Recreational roads are either local, upon which driving is done for pleasure, or through, those followed by
tourists in traveling over the country. Either of which may lead to places of interest within or without the
state. The national park roads and forest highways can be classified under the head of recreational.
Commercial highways comprise those exclusive of agricultural, upon which the haul is chiefly of a
business nature such as freight and express and bus traffic.
The War Department of the United States during the war refused to designate any roads as special Military
Highways, saying a road which would adequately serve the agricultural; recreational, and commercial
interests would serve the military. However, it might be well to keep in mind this possible use of the
highways. A classification of roads into National, State, County and Town has frequently been suggested.
Since national roads do not exist as such in the United States the most densely traveled routes and those used
largely for through traffic are usually designated state roads, and all others local roads.
Keeping the cost and use of the roads in view the problem before the road planner is:
(1) To secure the most economical routes in construction and maintenance and future haulage, taking into
account topography, alignment, grades, and amount of traffic.
(2) To accommodate the greatest number of people commensurate with the money available for
expenditure.
(3) To utilize existing roads as far as practicable.
The system will ordinarily consist of one or more trunk lines to be laid down first and several branch lines
connecting with the trunk lines. Some of the essentials to be considered are:
(1) Ruling points. These ordinarily will be (a) the main community centers—the large cities and villages,
for to and from these will naturally flow the greatest traffic; (b) Natural configurations such as mountain
passes, low points in hills, ridges and valleys, rivers and bridge sites; (c) Parks, scenery, and recreational and
amusement centers; (d) Articulation with the highways of adjoining jurisdictions, so that they may eventually
be united into one continuous passage.
(2) Branch lines and detours. The question will frequently arise whether to run a branch line to some
locality or detour the trunk. Much pressure will be brought by the inhabitants along the way and the deciding
power will needs have firmness and fairness in the highest degree.
(3) Alternate routes. If two roads of equal or almost equal importance are available a choice must be made
between them.
PLANNING HIGHWAY SYSTEMS: SELECTION OF ROAD TYPES
A road is a strip of land set apart or appropriated for travel, public or private. When a road has been
dedicated to the public or has been used so long that the public has a legal right of easement therein, it
becomes a highway.[173]
The object of a road is to provide a way for transportation. It goes without saying, therefore, that its
situation should be such that it can perform this function most efficiently, and a system of highways should
perform the same function for the public in the same manner. Efficiency here includes the ideas of economy
and satisfaction combined.
In order to make a layout of a system of highways they should first be classified as to use, for the proper
treatment will depend upon the use to which the roads are to be put. Anyone attempting a layout will make
his own classification suitable to the inherent conditions pertaining to the district covered. The classification
of Mr. T. H. MacDonald, Director of the Bureau of Public Roads, U. S. Department of Agriculture, made for
another purpose may be adopted:[174]
1. Those used chiefly related to agriculture.
2. Those which are recreational in character.
3. Those which are commercial.
4. Those which are military.
Agricultural roads comprise those leading from farm to town and are used chiefly for marketing, and for
social, educational, and religious activities.
Recreational roads are either local, upon which driving is done for pleasure, or through, those followed by
tourists in traveling over the country. Either of which may lead to places of interest within or without the
state. The national park roads and forest highways can be classified under the head of recreational.
Commercial highways comprise those exclusive of agricultural, upon which the haul is chiefly of a
business nature such as freight and express and bus traffic.
The War Department of the United States during the war refused to designate any roads as special Military
Highways, saying a road which would adequately serve the agricultural; recreational, and commercial
interests would serve the military. However, it might be well to keep in mind this possible use of the
highways. A classification of roads into National, State, County and Town has frequently been suggested.
Since national roads do not exist as such in the United States the most densely traveled routes and those used
largely for through traffic are usually designated state roads, and all others local roads.
Keeping the cost and use of the roads in view the problem before the road planner is:
(1) To secure the most economical routes in construction and maintenance and future haulage, taking into
account topography, alignment, grades, and amount of traffic.
(2) To accommodate the greatest number of people commensurate with the money available for
expenditure.
(3) To utilize existing roads as far as practicable.
The system will ordinarily consist of one or more trunk lines to be laid down first and several branch lines
connecting with the trunk lines. Some of the essentials to be considered are:
(1) Ruling points. These ordinarily will be (a) the main community centers—the large cities and villages,
for to and from these will naturally flow the greatest traffic; (b) Natural configurations such as mountain
passes, low points in hills, ridges and valleys, rivers and bridge sites; (c) Parks, scenery, and recreational and
amusement centers; (d) Articulation with the highways of adjoining jurisdictions, so that they may eventually
be united into one continuous passage.
(2) Branch lines and detours. The question will frequently arise whether to run a branch line to some
locality or detour the trunk. Much pressure will be brought by the inhabitants along the way and the deciding
power will needs have firmness and fairness in the highest degree.
(3) Alternate routes. If two roads of equal or almost equal importance are available a choice must be made
between them.
Page 228
(4) Existing highways and principal streets of cities should be utilized as much as practicable. Although
sometimes betterments so great may come through changes that old routes should be discontinued, in which
case the
(5) Vested rights of citizens living along discontinued routes and damages caused by any improvements
made must be considered.
(6) The widening of existing roads and streets and costs of the same.
(7) The location of railways, trolley lines, and street car tracks may influence the layout for grade crossings
should be eliminated, or at least placed where there is clear vision each way for a considerable distance.
(8) Bridges, culverts, and railroad crossings should, preferably, be directly along the highway and at right
angles to the obstruction.
(9) Ruling grades, dependent upon the class of road will also affect the layout.
(10) Esthetics. Perhaps the people of the United States have been too materialistic and have paid too little
attention to the beauty and interest elements in highway location. Especially for pleasure riding and
recreation should the esthetic side be considered.
Motor Transport Efficiency Outline. —At this point it would be well for the road planner to consult an
excellent paper by M. C. Horine and his efficiency chart which is substantially as follows:[175]
Economic Efficiency
Highway Efficiency
Adaptability of road to carrier
Road capacity
Width of road
Pressure capacity
Impact capacity
Seasonal limitations
Tractive resistance
Grades
Route
Curves and corners
Adaptability of carrier to road
Dimensions
Capacity and weight
Speed
Climbing ability
Accelerating ability
Stopping ability
Turning radius
Tractive effort
Transport Efficiency
Adaptability of carrier to volume and character of load
Total load units to be carried
Range of load units to be hauled
Average load units to be hauled
Density of load
Length of haul
Route
Number and probable duration of stops
Comparative adaptability of motor transport
Horse transport
Highway efficiency
Transport efficiency
Vehicle efficiency
Public health
Railway transportation including trolley express
Transport efficiency
Economy
Haulage cost
Packing cost
Adaptability of carrier to traffic
Legal restrictions on equipment and operation
Possible average running speed
Bridges and ferries
Vehicle Efficiency
Operation
Moving factor
Loading delays
Unloading delays
sometimes betterments so great may come through changes that old routes should be discontinued, in which
case the
(5) Vested rights of citizens living along discontinued routes and damages caused by any improvements
made must be considered.
(6) The widening of existing roads and streets and costs of the same.
(7) The location of railways, trolley lines, and street car tracks may influence the layout for grade crossings
should be eliminated, or at least placed where there is clear vision each way for a considerable distance.
(8) Bridges, culverts, and railroad crossings should, preferably, be directly along the highway and at right
angles to the obstruction.
(9) Ruling grades, dependent upon the class of road will also affect the layout.
(10) Esthetics. Perhaps the people of the United States have been too materialistic and have paid too little
attention to the beauty and interest elements in highway location. Especially for pleasure riding and
recreation should the esthetic side be considered.
Motor Transport Efficiency Outline. —At this point it would be well for the road planner to consult an
excellent paper by M. C. Horine and his efficiency chart which is substantially as follows:[175]
Economic Efficiency
Highway Efficiency
Adaptability of road to carrier
Road capacity
Width of road
Pressure capacity
Impact capacity
Seasonal limitations
Tractive resistance
Grades
Route
Curves and corners
Adaptability of carrier to road
Dimensions
Capacity and weight
Speed
Climbing ability
Accelerating ability
Stopping ability
Turning radius
Tractive effort
Transport Efficiency
Adaptability of carrier to volume and character of load
Total load units to be carried
Range of load units to be hauled
Average load units to be hauled
Density of load
Length of haul
Route
Number and probable duration of stops
Comparative adaptability of motor transport
Horse transport
Highway efficiency
Transport efficiency
Vehicle efficiency
Public health
Railway transportation including trolley express
Transport efficiency
Economy
Haulage cost
Packing cost
Adaptability of carrier to traffic
Legal restrictions on equipment and operation
Possible average running speed
Bridges and ferries
Vehicle Efficiency
Operation
Moving factor
Loading delays
Unloading delays
Page 229
Waiting for loads
Clerical delays
Loafing
Traffic delays
Load factor
Body capacity
Special deliveries
Return loads
Outside hauling (custom work)
Pickups
Deliveries
Trailers
Maintenance
Active factor
Disability layups
Chassis repairs
Body repairs
Accessory repairs
Tire repairs and replacements
Overhaul and painting
Driver’s disability
Requirement layups
Seasonal fluctuations
Off-peak period
Shut downs
Labor troubles
Economy
Earning factor
Unit miles
Packing cost
Loading cost
Unloading cost
Time in transit
Marketability
Insurance
Interest on value
Shrinkage and breakage
Perishability
Tracing and follow up
Advertising value
Goodwill of trade
Increased radius of trade
Increased business turnover
Cost factor
Operating cost
Fixed charges
Maintenance charges
Running charges
Overhead
Loading devices
Shipping room devices
Office and clerical expenses
Telephone
Labor
Loaders
Watchmen
Clerks
Supervisors
Accountants
Traffic department
Miscellaneous
The Highway System Unit. —Ordinarily the units will be the same as the political divisions, that is,
national, state, or local. A national system would include the whole United States and will comprise trunk
lines paralleling each other across the country east and west and north and south, considering, of course,
ruling points, with a few branch lines of importance. The total number of miles of such highways should
probably never exceed 2 per cent of the total mileage in the United States, or about 50,000 miles. A national
highway committee estimated that this mileage of roads would serve 87 per cent of the people. The
arguments made in favor of a national system of highways may be briefly summarized as follows:
Clerical delays
Loafing
Traffic delays
Load factor
Body capacity
Special deliveries
Return loads
Outside hauling (custom work)
Pickups
Deliveries
Trailers
Maintenance
Active factor
Disability layups
Chassis repairs
Body repairs
Accessory repairs
Tire repairs and replacements
Overhaul and painting
Driver’s disability
Requirement layups
Seasonal fluctuations
Off-peak period
Shut downs
Labor troubles
Economy
Earning factor
Unit miles
Packing cost
Loading cost
Unloading cost
Time in transit
Marketability
Insurance
Interest on value
Shrinkage and breakage
Perishability
Tracing and follow up
Advertising value
Goodwill of trade
Increased radius of trade
Increased business turnover
Cost factor
Operating cost
Fixed charges
Maintenance charges
Running charges
Overhead
Loading devices
Shipping room devices
Office and clerical expenses
Telephone
Labor
Loaders
Watchmen
Clerks
Supervisors
Accountants
Traffic department
Miscellaneous
The Highway System Unit. —Ordinarily the units will be the same as the political divisions, that is,
national, state, or local. A national system would include the whole United States and will comprise trunk
lines paralleling each other across the country east and west and north and south, considering, of course,
ruling points, with a few branch lines of importance. The total number of miles of such highways should
probably never exceed 2 per cent of the total mileage in the United States, or about 50,000 miles. A national
highway committee estimated that this mileage of roads would serve 87 per cent of the people. The
arguments made in favor of a national system of highways may be briefly summarized as follows:
Page 230
(1) Political lines would be obliterated, thus welding together and unifying all the people. Commercial and
social intercourse would wipe out sectional differences, hatreds, and enmities. The people of one section
would learn that the people of another section are human beings as they themselves are, and are actuated by
the same instincts and inspirations.
(2) Economic, commercial, and pleasure routes cut across state lines and it would be much better to have
the roads continuous and administered by one central control. They would then be kept in a more uniform
condition of usefulness. The roads radiating from New York City are mentioned as an example. They pass out
of the state of New York and into the states of Connecticut, Rhode Island, Massachusetts, New Jersey,
Pennsylvania, Delaware, Maryland, and the District of Columbia. On any one of these roads it would be
difficult to say which state you are in by observing the license tags on the trucks and automobiles. A
Connecticut traffic census on a road carrying approximately 3000 passenger cars and 500 trucks per day
showed that 47 per cent of the cars in the analysis came from without the state.
(3) Military. All roads would become military during war. It is frequently stated that the good roads of
France saved Paris from invasion and probably saved the war to the allies. The German General Kluck admits
that while he was advancing upon the British and French south of the Marne, an army of which he had no
suspicion had struck outward from Paris and put his flank in deadly peril.[176] This army was one that Joffre
had concentrated in Paris under General Maunouri, which had been brought over two or three good French
roads from Paris by motor trucks and lorries to a point within striking distance of the German right flank,
where he attacked and began the First Battle of the Marne. In the Second Battle of the Marne, motor cars
performed a very important part in the concentration of troops which were to make a surprise attack. In
addition the motorized armed cars known as tanks played an important part.
On this side of the ocean the trunk line roads during the war supplemented the railways, which were badly
congested at the eastern terminals, by hauling large quantities of men, materials and munitions. It is said that
16,000 trucks were engaged in this work.
(4) The benefit of example. The federal government not hampered by local prejudices may construct roads
of the highest type along best possible locations which when completed will serve as an example for state and
local officers to pattern after. The people having seen such roads will more willingly vote bonds and taxes for
road betterment.
State System. —The benefits to be derived from and the arguments for a national system of roads apply
with equal force to a state system. In fact it may be better to avoid the two extremes of one consolidated
central control for the whole country and a very highly dispersed decentralized local control. The state seems
to be a sufficiently large unit to do good work and sufficiently small to be approachable. Competition with
other states may bring out developments which under a single central control would never have been thought
of. Notwithstanding the excellent research work that is being carried on by the Bureau of Public Roads there
is no doubt but that that which is being done by the several states more nearly solves those special problems
arising on account of climate, topography, soil, and so on of the particular state.
The state system should cover a greater per cent of the roads than a national system can hope to do. The
effort seems to be to take over about 10 per cent of the established roads as state highways. Such roads, if
carefully selected and located, can accommodate from 90 to 95 per cent of the inhabitants of the state.
The remaining roads would continue under local—county and town—authorities. A county system might
be laid out and money expended upon its roads about in proportion to their use.
Again there is a feeling on the part of many that the first expense of improving a road (that would include
grading, bridging, and paving, even if the latter should be done some time subsequent to the former) should
be borne by the state and the abutting property, that the maintenance should be under the direction of the local
authorities, and paid for by local taxation and by a portion of the state automobile license and gasoline taxes
to be returned to the county for this purpose.
The Procedure of Laying out a Road System. —To fix the mind definitely suppose it to be a state road
system that is to be laid out. It is generally conceded that the planning should be done by an unprejudiced
commission headed by an engineer of wide experience, one who is fair but will show no favoritism. The first
question, after deciding to make a layout and who shall make it, is what shall be the determining factor of the
lay-out. Shall it be primarily a farm to market system, primarily a commercial system, or primarily a
recreational system? A wise commission will, no doubt, attempt to embody all these features in one system,
as they should be, for, nowadays, more than half the population of the country reside in the cities and
social intercourse would wipe out sectional differences, hatreds, and enmities. The people of one section
would learn that the people of another section are human beings as they themselves are, and are actuated by
the same instincts and inspirations.
(2) Economic, commercial, and pleasure routes cut across state lines and it would be much better to have
the roads continuous and administered by one central control. They would then be kept in a more uniform
condition of usefulness. The roads radiating from New York City are mentioned as an example. They pass out
of the state of New York and into the states of Connecticut, Rhode Island, Massachusetts, New Jersey,
Pennsylvania, Delaware, Maryland, and the District of Columbia. On any one of these roads it would be
difficult to say which state you are in by observing the license tags on the trucks and automobiles. A
Connecticut traffic census on a road carrying approximately 3000 passenger cars and 500 trucks per day
showed that 47 per cent of the cars in the analysis came from without the state.
(3) Military. All roads would become military during war. It is frequently stated that the good roads of
France saved Paris from invasion and probably saved the war to the allies. The German General Kluck admits
that while he was advancing upon the British and French south of the Marne, an army of which he had no
suspicion had struck outward from Paris and put his flank in deadly peril.[176] This army was one that Joffre
had concentrated in Paris under General Maunouri, which had been brought over two or three good French
roads from Paris by motor trucks and lorries to a point within striking distance of the German right flank,
where he attacked and began the First Battle of the Marne. In the Second Battle of the Marne, motor cars
performed a very important part in the concentration of troops which were to make a surprise attack. In
addition the motorized armed cars known as tanks played an important part.
On this side of the ocean the trunk line roads during the war supplemented the railways, which were badly
congested at the eastern terminals, by hauling large quantities of men, materials and munitions. It is said that
16,000 trucks were engaged in this work.
(4) The benefit of example. The federal government not hampered by local prejudices may construct roads
of the highest type along best possible locations which when completed will serve as an example for state and
local officers to pattern after. The people having seen such roads will more willingly vote bonds and taxes for
road betterment.
State System. —The benefits to be derived from and the arguments for a national system of roads apply
with equal force to a state system. In fact it may be better to avoid the two extremes of one consolidated
central control for the whole country and a very highly dispersed decentralized local control. The state seems
to be a sufficiently large unit to do good work and sufficiently small to be approachable. Competition with
other states may bring out developments which under a single central control would never have been thought
of. Notwithstanding the excellent research work that is being carried on by the Bureau of Public Roads there
is no doubt but that that which is being done by the several states more nearly solves those special problems
arising on account of climate, topography, soil, and so on of the particular state.
The state system should cover a greater per cent of the roads than a national system can hope to do. The
effort seems to be to take over about 10 per cent of the established roads as state highways. Such roads, if
carefully selected and located, can accommodate from 90 to 95 per cent of the inhabitants of the state.
The remaining roads would continue under local—county and town—authorities. A county system might
be laid out and money expended upon its roads about in proportion to their use.
Again there is a feeling on the part of many that the first expense of improving a road (that would include
grading, bridging, and paving, even if the latter should be done some time subsequent to the former) should
be borne by the state and the abutting property, that the maintenance should be under the direction of the local
authorities, and paid for by local taxation and by a portion of the state automobile license and gasoline taxes
to be returned to the county for this purpose.
The Procedure of Laying out a Road System. —To fix the mind definitely suppose it to be a state road
system that is to be laid out. It is generally conceded that the planning should be done by an unprejudiced
commission headed by an engineer of wide experience, one who is fair but will show no favoritism. The first
question, after deciding to make a layout and who shall make it, is what shall be the determining factor of the
lay-out. Shall it be primarily a farm to market system, primarily a commercial system, or primarily a
recreational system? A wise commission will, no doubt, attempt to embody all these features in one system,
as they should be, for, nowadays, more than half the population of the country reside in the cities and
Page 231
villages. They pay taxes and are as much entitled to road facilities for their particular industries and pleasures
as are the “farm bloc,” and every fair-minded person will admit this.
Good maps must of course be obtained. Government contour maps when available will assist materially in
selecting roads that will come within a ruling grade. On these maps will first be noted the trunk line terminals
and other ruling points. The trunk lines should be as direct as practicable from one ruling point to the next.
An endeavor should be made to have the roads with the greatest travel upon them the straightest, so that the
total future haul may be a minimum. The roads having the greatest travel will usually be those connecting the
largest cities of the state or articulating with roads leading to large cities of other states. Then will be drawn in
branch lines and detours so that when the plan is complete every county seat, every village of more than 1000
inhabitants, and every manufacturing, scenic, and pleasure resort of importance will have been reached, as
well as connections with the main roads of adjacent states.
This will form a tentative system. Observation upon the roads themselves will now be necessary. A
reconnaissance survey may be made quite rapidly from an automobile. Two men are necessary. The engineer
will ordinarily drive while the topographer will be supplied with a clip board and ruled sheets of paper. The
straight line up the center of the sheet represents the roadway. Small squares on the sheets represent distances
and areas. The scale should be made according to the work. On a road with few houses and few topographical
features to be recorded 1 inch to the mile might be sufficient. With more houses, and other features, 1 inch to
the quarter mile might be none too much. As speedometers (odometers) usually read to a tenth of a mile
cross-section paper with ten smaller divisions equal to one larger is convenient. The engineer will observe
features and the recorder will record them as the machine is driven along. The miles may be marked off on
the sheets ahead then very quickly by a series of notations, such as a for a farm house, a dot with a roof
over it for a school house, a steeple or cross on top makes a church. A crossing wagon road ,
railroad track , a trolley line , stream , and so on. Written explanations can be made along
the margin where necessary.
The reconnaissance survey should cover all routes on the tentative map together with alternative or
competitive routes and others when found to be worthy of consideration. The record will show all farm
houses within a prescribed limiting distance of the roadway, factories, stone quarries, sand and gravel pits,
schoolhouses, and churches. All intersecting roads, railroads, trolleys, mail routes, creeks, canals, rivers,
drainage and irrigation ditches, culverts and bridges, together with the approximate angle of crossing the
highway. Note should be made whether grade crossings may be eliminated by underground or overhead
crossings, or by change of route. The character of the soil whether clay, loam, gumbo, or sand, when it differs
from the general run of soil should be recorded, also hills, swamps, bad condition generally with brief notes
as to how they may be bettered. Turns in the road itself may be noted by an angle thus , , , .
Where no turn is shown, straight away is understood. Other information and natural or artificial features that
may prove interesting or helpful will suggest themselves for record as the survey proceeds. Of course the
mileage of each route as measured by the odometer or speedometer from fixed and known points on the map
will be taken. By tabulating and mapping the information recorded it will be possible to get at the
comparative merits of alternative routes.
A few simple surveying instruments will be useful in the work of reconnoitering. A steel 100-foot tape, a
hand level and inclinometer, a pedometer, a pocket compass, a small aneroid barometer in mountainous
countries, a pioneer ax for blazing, and a small spade may be mentioned.
After the reconnaissance, hearings should be held, usually at county seats, notice of such hearings having
been given ahead of time. At these hearings the maps are shown and a statement made relative to the
procedure. After which an invitation for suggestions and constructive criticism and even complaints is given.
From these people who are locally interested in the roads many valuable suggestions will be received, and if
they cannot be followed the reasons therefor may be stated. The people will thus know the investigation and
the location of the road have been fairly made and that any suggestions that cannot be settled offhand will be
duly considered before final location.
The final location will usually be arrived at or at least influenced by the following considerations:
Alignment and distance, population served, grades, amount and character of haulage, other kinds of
transportation available, character of soil (sand, clay, gumbo, loam), structures, bridges, railroad grade
crossings and their possible avoidance, discovery of entirely new routes, topography, geological formation,
and other natural features and numerous local conditions, including availability and freight charges of road
as are the “farm bloc,” and every fair-minded person will admit this.
Good maps must of course be obtained. Government contour maps when available will assist materially in
selecting roads that will come within a ruling grade. On these maps will first be noted the trunk line terminals
and other ruling points. The trunk lines should be as direct as practicable from one ruling point to the next.
An endeavor should be made to have the roads with the greatest travel upon them the straightest, so that the
total future haul may be a minimum. The roads having the greatest travel will usually be those connecting the
largest cities of the state or articulating with roads leading to large cities of other states. Then will be drawn in
branch lines and detours so that when the plan is complete every county seat, every village of more than 1000
inhabitants, and every manufacturing, scenic, and pleasure resort of importance will have been reached, as
well as connections with the main roads of adjacent states.
This will form a tentative system. Observation upon the roads themselves will now be necessary. A
reconnaissance survey may be made quite rapidly from an automobile. Two men are necessary. The engineer
will ordinarily drive while the topographer will be supplied with a clip board and ruled sheets of paper. The
straight line up the center of the sheet represents the roadway. Small squares on the sheets represent distances
and areas. The scale should be made according to the work. On a road with few houses and few topographical
features to be recorded 1 inch to the mile might be sufficient. With more houses, and other features, 1 inch to
the quarter mile might be none too much. As speedometers (odometers) usually read to a tenth of a mile
cross-section paper with ten smaller divisions equal to one larger is convenient. The engineer will observe
features and the recorder will record them as the machine is driven along. The miles may be marked off on
the sheets ahead then very quickly by a series of notations, such as a for a farm house, a dot with a roof
over it for a school house, a steeple or cross on top makes a church. A crossing wagon road ,
railroad track , a trolley line , stream , and so on. Written explanations can be made along
the margin where necessary.
The reconnaissance survey should cover all routes on the tentative map together with alternative or
competitive routes and others when found to be worthy of consideration. The record will show all farm
houses within a prescribed limiting distance of the roadway, factories, stone quarries, sand and gravel pits,
schoolhouses, and churches. All intersecting roads, railroads, trolleys, mail routes, creeks, canals, rivers,
drainage and irrigation ditches, culverts and bridges, together with the approximate angle of crossing the
highway. Note should be made whether grade crossings may be eliminated by underground or overhead
crossings, or by change of route. The character of the soil whether clay, loam, gumbo, or sand, when it differs
from the general run of soil should be recorded, also hills, swamps, bad condition generally with brief notes
as to how they may be bettered. Turns in the road itself may be noted by an angle thus , , , .
Where no turn is shown, straight away is understood. Other information and natural or artificial features that
may prove interesting or helpful will suggest themselves for record as the survey proceeds. Of course the
mileage of each route as measured by the odometer or speedometer from fixed and known points on the map
will be taken. By tabulating and mapping the information recorded it will be possible to get at the
comparative merits of alternative routes.
A few simple surveying instruments will be useful in the work of reconnoitering. A steel 100-foot tape, a
hand level and inclinometer, a pedometer, a pocket compass, a small aneroid barometer in mountainous
countries, a pioneer ax for blazing, and a small spade may be mentioned.
After the reconnaissance, hearings should be held, usually at county seats, notice of such hearings having
been given ahead of time. At these hearings the maps are shown and a statement made relative to the
procedure. After which an invitation for suggestions and constructive criticism and even complaints is given.
From these people who are locally interested in the roads many valuable suggestions will be received, and if
they cannot be followed the reasons therefor may be stated. The people will thus know the investigation and
the location of the road have been fairly made and that any suggestions that cannot be settled offhand will be
duly considered before final location.
The final location will usually be arrived at or at least influenced by the following considerations:
Alignment and distance, population served, grades, amount and character of haulage, other kinds of
transportation available, character of soil (sand, clay, gumbo, loam), structures, bridges, railroad grade
crossings and their possible avoidance, discovery of entirely new routes, topography, geological formation,
and other natural features and numerous local conditions, including availability and freight charges of road
Page 232
materials. These are not intended to be in the order of importance, for no two roads may have the same
determining factors. The character of the road surface to be used in construction may greatly affect the
location. For example it does not pay to use steep grades with hard smooth pavements. But steeper grades
may be used with earth and gravel roads without material loss in efficiency.
It will seldom be necessary to resort to preliminary or complete survey to lay out the plan. Sometimes
further viewing of alternative roads may be desirable and many times compromises will have to be made. A
traffic census on the several routes would be extremely valuable for it would determine to which class,
agricultural, commercial, or recreational, the road belongs, and also the character of the traffic and what type
of construction is best suited. Especially where there are alternative roads, as is usually the case in
midwestern states where the roads were established along the section lines of the U. S. land survey, it is very
difficult to determine which is the important highway without a traffic census. It must be remembered,
however, in this connection that the improvement of a road will often draw to it much traffic from an equally
short competing line. It is quite likely that if 10 per cent of all roads, provided they are properly selected,
should be well improved they would carry 90 per cent of all traffic.
Financial Considerations. —While little has been said of financial considerations they are, of course, of
prime importance. The amount of money as a whole that may be expended is usually limited by the taxes
voted or the bonds issued. The planner must cut the garment according to the cloth. He must know the
approximate unit costs of the roads that will be constructed as well as the mileage of the several types. To
know this he must estimate the amount of traffic that will pass over the road, he should know also about what
part of this is local and what part through, in order that a just division of the cost may be made between the
local and larger units. If all the money of construction were to be furnished by the national government, say,
and only through traffic were considered, directness and grades between controlling points would be the
determining factors. But since local traffic cannot be excluded from the use of such roads it is but just that
part of the cost of building be paid locally, and if so, that modifications in the lay out be made to
accommodate the local conditions.
While the first cost of the road or the road system is of very great importance and will probably be the
greatest influencing factor for any particular improvement or layout, the continued cost or cost covering a
series of years approximating the life of the road surface should also have consideration.
Traffic Census. —An important consideration in the selection of a road alignment, of its grades, its width,
and of the type of its foundations and surfacing, is the amount and the character of the traffic which will pass
over the roadway after it is built. The best way to get a reasonable estimate of this is to take a traffic census.
This is to be used as a basis and to it should be added an estimate of the increase in traffic which the
improvement itself will produce by drawing from parallel and contributing lines, and by the probable change
that the improvement will work in the character of the farming, the industries and the settlements along its
way.
The alignment will be affected by the quantity of traffic, for the cost of haulage depends, though not
proportionally, upon the length of haul. No less will the alignment be affected by the class of traffic. With
horse-drawn vehicles curves of 40-foot radius were perfectly acceptable, but with the automobile a 200-foot
radius is none too great. The new road systems now being adopted by states quite generally endeavor to make
all curves to have radii greater than 200 feet except in mountainous regions, with a preference of 500 to 800
feet.
determining factors. The character of the road surface to be used in construction may greatly affect the
location. For example it does not pay to use steep grades with hard smooth pavements. But steeper grades
may be used with earth and gravel roads without material loss in efficiency.
It will seldom be necessary to resort to preliminary or complete survey to lay out the plan. Sometimes
further viewing of alternative roads may be desirable and many times compromises will have to be made. A
traffic census on the several routes would be extremely valuable for it would determine to which class,
agricultural, commercial, or recreational, the road belongs, and also the character of the traffic and what type
of construction is best suited. Especially where there are alternative roads, as is usually the case in
midwestern states where the roads were established along the section lines of the U. S. land survey, it is very
difficult to determine which is the important highway without a traffic census. It must be remembered,
however, in this connection that the improvement of a road will often draw to it much traffic from an equally
short competing line. It is quite likely that if 10 per cent of all roads, provided they are properly selected,
should be well improved they would carry 90 per cent of all traffic.
Financial Considerations. —While little has been said of financial considerations they are, of course, of
prime importance. The amount of money as a whole that may be expended is usually limited by the taxes
voted or the bonds issued. The planner must cut the garment according to the cloth. He must know the
approximate unit costs of the roads that will be constructed as well as the mileage of the several types. To
know this he must estimate the amount of traffic that will pass over the road, he should know also about what
part of this is local and what part through, in order that a just division of the cost may be made between the
local and larger units. If all the money of construction were to be furnished by the national government, say,
and only through traffic were considered, directness and grades between controlling points would be the
determining factors. But since local traffic cannot be excluded from the use of such roads it is but just that
part of the cost of building be paid locally, and if so, that modifications in the lay out be made to
accommodate the local conditions.
While the first cost of the road or the road system is of very great importance and will probably be the
greatest influencing factor for any particular improvement or layout, the continued cost or cost covering a
series of years approximating the life of the road surface should also have consideration.
Traffic Census. —An important consideration in the selection of a road alignment, of its grades, its width,
and of the type of its foundations and surfacing, is the amount and the character of the traffic which will pass
over the roadway after it is built. The best way to get a reasonable estimate of this is to take a traffic census.
This is to be used as a basis and to it should be added an estimate of the increase in traffic which the
improvement itself will produce by drawing from parallel and contributing lines, and by the probable change
that the improvement will work in the character of the farming, the industries and the settlements along its
way.
The alignment will be affected by the quantity of traffic, for the cost of haulage depends, though not
proportionally, upon the length of haul. No less will the alignment be affected by the class of traffic. With
horse-drawn vehicles curves of 40-foot radius were perfectly acceptable, but with the automobile a 200-foot
radius is none too great. The new road systems now being adopted by states quite generally endeavor to make
all curves to have radii greater than 200 feet except in mountainous regions, with a preference of 500 to 800
feet.
Page 233
© Underwood and Underwood
TRAFFIC ON FIFTH AVENUE, NEW YORK CITY
The longer radii allow the turns to be made without slowing up the traffic, providing there is proper
superelevation of the outer edge. The longer the radius, that is, the flatter the curve, the less superelevation is
required, and the less the tipping sensation experienced by slow-moving vehicles on the turn. Moreover, on
short curves a considerable widening of the pavement is required in order that the inner and outer edges, and
therefore all traffic lanes, may have the same degree of curvature. Also, clear vision for the longer distances
necessary for fast-moving traffic is easier to obtain on flat than on sharp turns.
The minimum grade of a roadway is usually a question of drainage, but the character and quantity of traffic
is a determining factor in the establishment of steeper grades. Passenger cars can more easily negotiate grades
than can commercial trucks. The average passenger car shifts to second gear at about a 7 per cent grade and
there is very little shifting necessary on a long 6 per cent grade, hence for such cars 6 per cent may be
considered a maximum for the high-speed gears. This same car will have to drop into low at about 10 per
cent. Hence from the standpoint of the convenience of operating a passenger car there is no justification in
going to great expense to cut a 10, or a 9, or an 8 per cent grade to a 7 per cent grade. For the average 5-ton
truck 4 per cent and 8 per cent are the maximum grades for convenient running in high and intermediate.
There may and possibly are many other reasons for cutting grades wherever possible. Where time is an
element economy is effected by the possible speeds on grades.
The width of the roadway will likewise be influenced by the quantity and character of traffic. With slow-
going wagons a width of 8 feet was sufficient for one lane of traffic, but with the automobile safety demands
10, and the Good Roads Conference of 1922 voted that no road should be less than 22.
The best type of foundation and surface is a factor of quantity and class of traffic, and while as yet all
engineers do not agree, the numerous experiments now being made may lead to standardization. Just as an
example may be mentioned the change that has taken place in the effect of vehicles on waterbound macadam.
Under horse-drawn, iron-wheeled wagons and carriages this was considered an ideal pavement. The horses’
TRAFFIC ON FIFTH AVENUE, NEW YORK CITY
The longer radii allow the turns to be made without slowing up the traffic, providing there is proper
superelevation of the outer edge. The longer the radius, that is, the flatter the curve, the less superelevation is
required, and the less the tipping sensation experienced by slow-moving vehicles on the turn. Moreover, on
short curves a considerable widening of the pavement is required in order that the inner and outer edges, and
therefore all traffic lanes, may have the same degree of curvature. Also, clear vision for the longer distances
necessary for fast-moving traffic is easier to obtain on flat than on sharp turns.
The minimum grade of a roadway is usually a question of drainage, but the character and quantity of traffic
is a determining factor in the establishment of steeper grades. Passenger cars can more easily negotiate grades
than can commercial trucks. The average passenger car shifts to second gear at about a 7 per cent grade and
there is very little shifting necessary on a long 6 per cent grade, hence for such cars 6 per cent may be
considered a maximum for the high-speed gears. This same car will have to drop into low at about 10 per
cent. Hence from the standpoint of the convenience of operating a passenger car there is no justification in
going to great expense to cut a 10, or a 9, or an 8 per cent grade to a 7 per cent grade. For the average 5-ton
truck 4 per cent and 8 per cent are the maximum grades for convenient running in high and intermediate.
There may and possibly are many other reasons for cutting grades wherever possible. Where time is an
element economy is effected by the possible speeds on grades.
The width of the roadway will likewise be influenced by the quantity and character of traffic. With slow-
going wagons a width of 8 feet was sufficient for one lane of traffic, but with the automobile safety demands
10, and the Good Roads Conference of 1922 voted that no road should be less than 22.
The best type of foundation and surface is a factor of quantity and class of traffic, and while as yet all
engineers do not agree, the numerous experiments now being made may lead to standardization. Just as an
example may be mentioned the change that has taken place in the effect of vehicles on waterbound macadam.
Under horse-drawn, iron-wheeled wagons and carriages this was considered an ideal pavement. The horses’
Page 234
shoes and the iron tires wore off of the stones a sufficient amount of dust to keep the road crust well
cemented. The rubber tires of the automobile do not do that; furthermore, what dust is on the road is picked
up and scattered to the winds. The force of the drive wheels also is sufficient to loosen the stones and roll
them from their bed, causing the roadway to ravel and disintegrate rapidly.
These arguments might be multiplied indefinitely, but enough has been given to demonstrate the value to
the road planner and the road designer of a traffic census.
Methods of Taking Traffic Censuses. —It is well known that the traffic on any road is not constant. A
count, then, made on a single day could not be applied for an entire year. Counting every day for the year
would, of course, give a correct total, but that is impracticable. It is customary, therefore, to take the count on
a limited number of days and consider their average to be the average for the year. There seems to be a
seasonal variation in traffic and a weekly variation. The season variation in crops affects all sorts of
commercial enterprises, of which the road traffic is one. Sunday traffic is largely pleasure traffic, and is more
dense as a rule than week-day traffic, which is partially pleasure and partially business. In France, where
more regular and scientific censuses have been made than in any other country, the counting days are divided
uniformly between the seven days of the week and the four seasons of the year, in order to eliminate, as far as
possible, the periodic variation. The number of counting days per year is therefore, 28, and these are so
arranged that each of the days of the week figures once in each quarter. The interval between counting days
is, consequently, 13. For 1923, then, the count might be made as follows:
Days of 1st 2d 3d 4th
the Week Quarter Quarter Quarter Quarter
Monday Jan. 1 Apr. 2 July 3 Oct. 2
Sunday 14 15 16 15
Saturday 27 28 29 28
Friday Feb. 9 May 11 Aug. 11 Nov. 10
Thursday 22 24 24 23
Wednesday Mar. 7 June 6 Sept. 6 Dec. 6
Tuesday 20 19 19 19
This method distributes the counting days uniformly over the entire year, but evidently the expense would
be considerable unless it can be done by the regular patrolman. For the purpose of laying out a system of
highways quicker results might be desired. In Massachusetts, Connecticut and other states two counts were
made about two or three months apart. If one were taken in July, say, and another in October and the results
averaged it is thought they might fairly represent the year. Each period could cover an entire week, thus
giving an average of 14 days during those seasons of the year when traffic might most nearly represent the
normal. Blanchard’s method[177] contemplates taking the census in four periods of three days each, one in
April, May, or June, one in July, one in August, and one in September or October, as local conditions may
dictate. The days selected should include Sunday in order to include the heavy automobile traffic on that day.
If further information is desired additional three-day periods could be taken during the winter season.
Most of the authorities seem to think that the daylight hours from 5 a.m. to 9 p.m. are sufficient. But in the
light of the tests being conducted by the Illinois Highway Commission which show alternate convex and
concave warping of pavements from day to night it might be well to take account of night traffic.
Some of the latest censuses, namely Iowa and Connecticut, placed scales on the highways and actually
weighed the vehicles. In Connecticut road scales were used which weighed the individual wheel loads.
The observers are supplied with cards on which is printed the classified list of vehicles and animals likely
to pass with columns for tallying them during the separate hours. The in-and-out-of-town vehicles are
recorded separately, and, if actual weights are not taken, whether loaded or unloaded. Information relative to
the weather and condition of the roads is also noted, and there are blank spaces for the station, the date, and
the signature of the observer.
The station, or stations, should be so placed that the road or district will be fairly represented, since it will
not be practicable to get exact data on every portion of a highway, for every turn-out, branch line, or tributary
will alter results. Each station should be established in some place where a good view of the road for some
little distance may be had, and where the observers may be reasonably comfortable. The number of observers
will depend upon the amount of traffic and the detailed information desired. With considerable traffic it may
be necessary to divide up the work, giving one set of observers the in-traffic and another the out-traffic, one
man to observe passenger automobiles another trucks and delivery wagons, or one man to jack up and weigh
cemented. The rubber tires of the automobile do not do that; furthermore, what dust is on the road is picked
up and scattered to the winds. The force of the drive wheels also is sufficient to loosen the stones and roll
them from their bed, causing the roadway to ravel and disintegrate rapidly.
These arguments might be multiplied indefinitely, but enough has been given to demonstrate the value to
the road planner and the road designer of a traffic census.
Methods of Taking Traffic Censuses. —It is well known that the traffic on any road is not constant. A
count, then, made on a single day could not be applied for an entire year. Counting every day for the year
would, of course, give a correct total, but that is impracticable. It is customary, therefore, to take the count on
a limited number of days and consider their average to be the average for the year. There seems to be a
seasonal variation in traffic and a weekly variation. The season variation in crops affects all sorts of
commercial enterprises, of which the road traffic is one. Sunday traffic is largely pleasure traffic, and is more
dense as a rule than week-day traffic, which is partially pleasure and partially business. In France, where
more regular and scientific censuses have been made than in any other country, the counting days are divided
uniformly between the seven days of the week and the four seasons of the year, in order to eliminate, as far as
possible, the periodic variation. The number of counting days per year is therefore, 28, and these are so
arranged that each of the days of the week figures once in each quarter. The interval between counting days
is, consequently, 13. For 1923, then, the count might be made as follows:
Days of 1st 2d 3d 4th
the Week Quarter Quarter Quarter Quarter
Monday Jan. 1 Apr. 2 July 3 Oct. 2
Sunday 14 15 16 15
Saturday 27 28 29 28
Friday Feb. 9 May 11 Aug. 11 Nov. 10
Thursday 22 24 24 23
Wednesday Mar. 7 June 6 Sept. 6 Dec. 6
Tuesday 20 19 19 19
This method distributes the counting days uniformly over the entire year, but evidently the expense would
be considerable unless it can be done by the regular patrolman. For the purpose of laying out a system of
highways quicker results might be desired. In Massachusetts, Connecticut and other states two counts were
made about two or three months apart. If one were taken in July, say, and another in October and the results
averaged it is thought they might fairly represent the year. Each period could cover an entire week, thus
giving an average of 14 days during those seasons of the year when traffic might most nearly represent the
normal. Blanchard’s method[177] contemplates taking the census in four periods of three days each, one in
April, May, or June, one in July, one in August, and one in September or October, as local conditions may
dictate. The days selected should include Sunday in order to include the heavy automobile traffic on that day.
If further information is desired additional three-day periods could be taken during the winter season.
Most of the authorities seem to think that the daylight hours from 5 a.m. to 9 p.m. are sufficient. But in the
light of the tests being conducted by the Illinois Highway Commission which show alternate convex and
concave warping of pavements from day to night it might be well to take account of night traffic.
Some of the latest censuses, namely Iowa and Connecticut, placed scales on the highways and actually
weighed the vehicles. In Connecticut road scales were used which weighed the individual wheel loads.
The observers are supplied with cards on which is printed the classified list of vehicles and animals likely
to pass with columns for tallying them during the separate hours. The in-and-out-of-town vehicles are
recorded separately, and, if actual weights are not taken, whether loaded or unloaded. Information relative to
the weather and condition of the roads is also noted, and there are blank spaces for the station, the date, and
the signature of the observer.
The station, or stations, should be so placed that the road or district will be fairly represented, since it will
not be practicable to get exact data on every portion of a highway, for every turn-out, branch line, or tributary
will alter results. Each station should be established in some place where a good view of the road for some
little distance may be had, and where the observers may be reasonably comfortable. The number of observers
will depend upon the amount of traffic and the detailed information desired. With considerable traffic it may
be necessary to divide up the work, giving one set of observers the in-traffic and another the out-traffic, one
man to observe passenger automobiles another trucks and delivery wagons, or one man to jack up and weigh
Page 235
front wheels and another rear. System will result in more accurate results, and in less loss of time for the
drivers, and less congestion of traffic. It is customary to take the census over the entire system on the same
days although that is not absolutely necessary.
Classification of Traffic. —The object of a classification is to obtain: (a) the maximum loads and average
number of heavy loads per day. (b) The lighter loads, whether horse drawn or motor driven, iron, solid rubber
or pneumatic tire, trailers, traction engines, animals, harnessed and unharnessed, and any other load which
might affect the wear of the roadway. (c) Any other interesting data regarding the traffic, such as, local or
through, cars belonging within or without the state or county, camping parties, and so on.
Maximum wheel loads are required, primarily, to see if state regulations regarding them are being
complied with. In the Connecticut census it was found that a majority of trucks were loaded beyond their
rated capacity and many of them beyond the legal maximum wheel loads.
Again heavy loads stress a pavement near to its elastic limit every time they pass over it. It is well
established that any structural material when stressed near, to, or beyond the elastic limit will become
fatigued with repeated stresses. The higher the stress the quicker they will fail by fatigue. It is not considered
good practice to stress a material, especially a brittle material, repeatedly to a point half-way to its elastic
limit. (The elastic limit is that stress that may be given to a body without producing a permanent set; below
which it will return to its original shape upon the removal of the stress.) A walnut may not crack at the first
blow but with a sufficient number of no harder repeated blows will crack. The higher the stresses the sooner
the crack occurs. So it is important to know how many loads daily are stressing a pavement near to its elastic
limit. From all the loads it has been the endeavor of road engineers to work out “importance factors” that will
measure the relative damage done by the several classes. The Road Board of Great Britain has adopted the
British ton as a unit and calculations are based on the traffic in tons per yard of width per year or per mile.
[178]
The British Road Board Unit Weights are as follows:
Assumed Average
Classification of Vehicles Weight in Tons.
Ordinary cycles 0.09
Motor cycles .13
Motor cars (including motor cabs and any other motor vehicles) 1.6
Motor vans (covered) 2.5
Motor omnibuses 6.0
Motor lorries (rubber tires) 6.0
Trailers to rubber tired lorries 5.0
Motor lorries (steel tires) 10.0
Trailers to steel tired lorries 5.0
Light tractors 5.0
Trailers to light tractors 5.0
Traction engines 12.0
Trailers to traction engines 8.0
Light vehicles (one horse) 0.4
Light vehicles (two or more horses) 0.6
Heavy vehicles (one horse) 1.25
Heavy vehicles (two or more horses) 2.5
Omnibuses (two or more horses) 3.0
Tram cars (electric, steam or horse, as the case may be) ....
Horses (led or ridden) 0.5
Cattle 0.3
Sheep and pigs 0.1
Hand carts and barrows ....
Horses drawing vehicles (to be calculated from number of vehicles) 0.5
The French unit of traffic is technically known as the “collar,” a draft animal harnessed to a wagon being
counted as 1.0. The metric ton, 1000 kg., is also sometimes used. The French, feeling that the dead weight of
a vehicle or animal did not truly measure its effect as to wear on a road surface, classified the traffic and
assigned importance factors to the several classes. From 1882 to 1903 the classification consisted of: 1st,
Trucks and farm wagons, loaded; 2d, Public vehicles designed for transporting passengers and their baggage;
3d, Light vehicles, such as private vehicles, and empty farm wagons; 4th, Larger animals, such as horses,
mounted or not, mules, and large cattle; 5th, Small beasts, such as sheep, goats, and pigs. In 1903 motor
drivers, and less congestion of traffic. It is customary to take the census over the entire system on the same
days although that is not absolutely necessary.
Classification of Traffic. —The object of a classification is to obtain: (a) the maximum loads and average
number of heavy loads per day. (b) The lighter loads, whether horse drawn or motor driven, iron, solid rubber
or pneumatic tire, trailers, traction engines, animals, harnessed and unharnessed, and any other load which
might affect the wear of the roadway. (c) Any other interesting data regarding the traffic, such as, local or
through, cars belonging within or without the state or county, camping parties, and so on.
Maximum wheel loads are required, primarily, to see if state regulations regarding them are being
complied with. In the Connecticut census it was found that a majority of trucks were loaded beyond their
rated capacity and many of them beyond the legal maximum wheel loads.
Again heavy loads stress a pavement near to its elastic limit every time they pass over it. It is well
established that any structural material when stressed near, to, or beyond the elastic limit will become
fatigued with repeated stresses. The higher the stress the quicker they will fail by fatigue. It is not considered
good practice to stress a material, especially a brittle material, repeatedly to a point half-way to its elastic
limit. (The elastic limit is that stress that may be given to a body without producing a permanent set; below
which it will return to its original shape upon the removal of the stress.) A walnut may not crack at the first
blow but with a sufficient number of no harder repeated blows will crack. The higher the stresses the sooner
the crack occurs. So it is important to know how many loads daily are stressing a pavement near to its elastic
limit. From all the loads it has been the endeavor of road engineers to work out “importance factors” that will
measure the relative damage done by the several classes. The Road Board of Great Britain has adopted the
British ton as a unit and calculations are based on the traffic in tons per yard of width per year or per mile.
[178]
The British Road Board Unit Weights are as follows:
Assumed Average
Classification of Vehicles Weight in Tons.
Ordinary cycles 0.09
Motor cycles .13
Motor cars (including motor cabs and any other motor vehicles) 1.6
Motor vans (covered) 2.5
Motor omnibuses 6.0
Motor lorries (rubber tires) 6.0
Trailers to rubber tired lorries 5.0
Motor lorries (steel tires) 10.0
Trailers to steel tired lorries 5.0
Light tractors 5.0
Trailers to light tractors 5.0
Traction engines 12.0
Trailers to traction engines 8.0
Light vehicles (one horse) 0.4
Light vehicles (two or more horses) 0.6
Heavy vehicles (one horse) 1.25
Heavy vehicles (two or more horses) 2.5
Omnibuses (two or more horses) 3.0
Tram cars (electric, steam or horse, as the case may be) ....
Horses (led or ridden) 0.5
Cattle 0.3
Sheep and pigs 0.1
Hand carts and barrows ....
Horses drawing vehicles (to be calculated from number of vehicles) 0.5
The French unit of traffic is technically known as the “collar,” a draft animal harnessed to a wagon being
counted as 1.0. The metric ton, 1000 kg., is also sometimes used. The French, feeling that the dead weight of
a vehicle or animal did not truly measure its effect as to wear on a road surface, classified the traffic and
assigned importance factors to the several classes. From 1882 to 1903 the classification consisted of: 1st,
Trucks and farm wagons, loaded; 2d, Public vehicles designed for transporting passengers and their baggage;
3d, Light vehicles, such as private vehicles, and empty farm wagons; 4th, Larger animals, such as horses,
mounted or not, mules, and large cattle; 5th, Small beasts, such as sheep, goats, and pigs. In 1903 motor
Page 236
vehicles were separately listed; they were divided into five classes: 1st, Metallic-tired automobiles, “which in
general are heavily loaded, have a slow movement and produce the effect of wearing away the road surface”;
2d, Elastic tired automobiles licensed to make a speed of not more than 30 km. per hour; 3d, Automobiles
whose speed was less than 30 km. per hour; 4th, Bicycles or velocipedes propelled by the feet of the rider;
and 5th, Motor cycles, whether having two, three, or four wheels. The report of the second international road
congress further states that “it is necessary to attribute to each element of the traffic an importance which
belongs to it from the viewpoint of the destructive effect exercised on the road crust.” Consequently the
numbers of vehicles or animals in the several classes were modified by multiplying them by importance
factors arbitrarily assumed.
Classification
Importance factors
An animal harnessed to a loaded vehicle 1 collar
Loaded trucks and farm wagons 1
Public vehicles for transporting passengers 1
Light vehicles, and empty farm wagons 1⁄2
Harnessed horses to light vehicle or empty wagon 1⁄4
Mounted horses or with load on back 1⁄4
Unharnessed horses 1⁄5
Cattle 1⁄5
Small beasts (sheep, pigs, goats) 1⁄30
Automobiles with metallic tires, weight in metric tons times 11⁄4 = No. of collars
Automobiles with elastic tires
Motor cycles 3⁄10
Vehicles licensed to make a speed over 30 km. per hour 3
Vehicles licensed to make a speed of less than 30 km. per hour 1
From this it was possible to reduce all traffic to the unit “collar,” which was used as a comparative measure
of the use of the several roadways. The tonnage was calculated by multiplying the numbers by average
weights obtained by weighing a sufficiently large number of the units in each class.
Consideration was also made of the weight of the useful load as separate from the weight of the vehicle
itself. Animals not harnessed were considered as a part of the useful load.
In Italy traffic censuses followed practically the same classification and methods as in France.
In the United States some of the states have used coefficients of reduction, or importance factors, while
many others have contented themselves with a count of vehicles only.
In 1910 Maryland used the following:
1. Ridden horse and one-horse vehicle 2
2. Two-horse vehicles 4
3. Three-horse vehicles 6
4. Four-horse vehicles 8
5. More than four-horse vehicles 12
6. Motor cycles 2
7. Motor runabouts 10
8. Four- or five-seat touring cars 20
9. Six- or seven-seat touring cars 40
10. Motor trucks or drays 20
The New York State Highway Department took a census in 1909 in which the following classification and
reduction coefficients were used:
Relative
Class of Traffic Weight
Horse-drawn traffic
Horses with vehicles 1
One-horse vehicle, light 2
One-horse vehicle, heavy 3
Two-horse vehicle, light 3
Two-horse vehicle, heavy 4
Three-horse vehicle, heavy 5
Four-horse vehicle, heavy 6
Motor vehicles
general are heavily loaded, have a slow movement and produce the effect of wearing away the road surface”;
2d, Elastic tired automobiles licensed to make a speed of not more than 30 km. per hour; 3d, Automobiles
whose speed was less than 30 km. per hour; 4th, Bicycles or velocipedes propelled by the feet of the rider;
and 5th, Motor cycles, whether having two, three, or four wheels. The report of the second international road
congress further states that “it is necessary to attribute to each element of the traffic an importance which
belongs to it from the viewpoint of the destructive effect exercised on the road crust.” Consequently the
numbers of vehicles or animals in the several classes were modified by multiplying them by importance
factors arbitrarily assumed.
Classification
Importance factors
An animal harnessed to a loaded vehicle 1 collar
Loaded trucks and farm wagons 1
Public vehicles for transporting passengers 1
Light vehicles, and empty farm wagons 1⁄2
Harnessed horses to light vehicle or empty wagon 1⁄4
Mounted horses or with load on back 1⁄4
Unharnessed horses 1⁄5
Cattle 1⁄5
Small beasts (sheep, pigs, goats) 1⁄30
Automobiles with metallic tires, weight in metric tons times 11⁄4 = No. of collars
Automobiles with elastic tires
Motor cycles 3⁄10
Vehicles licensed to make a speed over 30 km. per hour 3
Vehicles licensed to make a speed of less than 30 km. per hour 1
From this it was possible to reduce all traffic to the unit “collar,” which was used as a comparative measure
of the use of the several roadways. The tonnage was calculated by multiplying the numbers by average
weights obtained by weighing a sufficiently large number of the units in each class.
Consideration was also made of the weight of the useful load as separate from the weight of the vehicle
itself. Animals not harnessed were considered as a part of the useful load.
In Italy traffic censuses followed practically the same classification and methods as in France.
In the United States some of the states have used coefficients of reduction, or importance factors, while
many others have contented themselves with a count of vehicles only.
In 1910 Maryland used the following:
1. Ridden horse and one-horse vehicle 2
2. Two-horse vehicles 4
3. Three-horse vehicles 6
4. Four-horse vehicles 8
5. More than four-horse vehicles 12
6. Motor cycles 2
7. Motor runabouts 10
8. Four- or five-seat touring cars 20
9. Six- or seven-seat touring cars 40
10. Motor trucks or drays 20
The New York State Highway Department took a census in 1909 in which the following classification and
reduction coefficients were used:
Relative
Class of Traffic Weight
Horse-drawn traffic
Horses with vehicles 1
One-horse vehicle, light 2
One-horse vehicle, heavy 3
Two-horse vehicle, light 3
Two-horse vehicle, heavy 4
Three-horse vehicle, heavy 5
Four-horse vehicle, heavy 6
Motor vehicles
Page 237
Motor cycles 1
Two-passenger cars 2
Three-passenger cars 3
Four-passenger cars 4
Five-passenger cars 6
Seven-passenger cars 7
Trucks, omnibuses, etc. 10
Miscellaneous
Traction engines 15
Two traction engines 30
Miscellaneous heavy traffic 5
upward
The Massachusetts Highway Commission, 1912 Report, say, “After all it is not numbers which tell the
story, it is weight, and it is not weight alone, but the vehicle by which it is transported, whether by horses or
by motor.... All these considerations are probably not so important on many road surfaces as the actual weight
imposed upon the road per inch width of tire resting upon the road.” There was used in this census the
following weights:
Motors Tons
Runabouts 1.43
Touring cars 2.23
Trucks 6.25
Horse-drawn vehicles
One-horse, light .36
One-horse, heavy 1.12
Two or more horses, light .54
Two or more horses, heavy 2.46
James and Reeves, with the United States Bureau of Public Roads, recommend the ton-mile basis and give
the following weights:
Tons
One-horse wagon, loaded, 0.88; unloaded 0.28
Two-horse wagon, loaded, 1.57; unloaded 0.47
Four-horse wagon, loaded; 3.88; unloaded 0.54
Pleasure vehicles, one-horse, 0.28; two-horse 0.47
Rubber-tired pleasure vehicle 0.28
Saddle horse 0.50
Motor cycle 0.20
Excessively heavy vehicle 3.94
Motor, runabout, 1.68, touring car 2.00
Motor dray, loaded, 2.43; unloaded 1.23
Draught horses 0.50
In a traffic census taken by the Borough of Brooklyn, New York, the weights were reduced to traffic units
per minute per foot width of roadway which was called density. By this rule, “the number of vehicles passing
a given point in eight hours times the traffic unit divided by 8 times 60 times the width of the roadway equals
the density.” The weights and traffic units used were:
Weight Traffic
Rubber-tired vehicles in tons value
Large automobile trucks, loaded 9 5
Large automobile trucks, empty 4 4
Small automobile trucks, loaded 3 3
Small automobile trucks, empty 11⁄2 2
Pleasure automobiles 13⁄4 1
Carriages 2 2
Steel-tired vehicles ranged in weight from 1 to 71⁄2 tons and in traffic value from 2 to 10.
A suggested form for a traffic census sheet presented by a committee appointed to study the question of
traffic censuses to the New Jersey State Association of Roads is shown on p. 245. This sheet also bears, for
the use of the office, blanks for the tabulation of the traffic by classes:
Kind of Vehicle No. Weight Vehicle-Tons
Two-passenger cars 2
Three-passenger cars 3
Four-passenger cars 4
Five-passenger cars 6
Seven-passenger cars 7
Trucks, omnibuses, etc. 10
Miscellaneous
Traction engines 15
Two traction engines 30
Miscellaneous heavy traffic 5
upward
The Massachusetts Highway Commission, 1912 Report, say, “After all it is not numbers which tell the
story, it is weight, and it is not weight alone, but the vehicle by which it is transported, whether by horses or
by motor.... All these considerations are probably not so important on many road surfaces as the actual weight
imposed upon the road per inch width of tire resting upon the road.” There was used in this census the
following weights:
Motors Tons
Runabouts 1.43
Touring cars 2.23
Trucks 6.25
Horse-drawn vehicles
One-horse, light .36
One-horse, heavy 1.12
Two or more horses, light .54
Two or more horses, heavy 2.46
James and Reeves, with the United States Bureau of Public Roads, recommend the ton-mile basis and give
the following weights:
Tons
One-horse wagon, loaded, 0.88; unloaded 0.28
Two-horse wagon, loaded, 1.57; unloaded 0.47
Four-horse wagon, loaded; 3.88; unloaded 0.54
Pleasure vehicles, one-horse, 0.28; two-horse 0.47
Rubber-tired pleasure vehicle 0.28
Saddle horse 0.50
Motor cycle 0.20
Excessively heavy vehicle 3.94
Motor, runabout, 1.68, touring car 2.00
Motor dray, loaded, 2.43; unloaded 1.23
Draught horses 0.50
In a traffic census taken by the Borough of Brooklyn, New York, the weights were reduced to traffic units
per minute per foot width of roadway which was called density. By this rule, “the number of vehicles passing
a given point in eight hours times the traffic unit divided by 8 times 60 times the width of the roadway equals
the density.” The weights and traffic units used were:
Weight Traffic
Rubber-tired vehicles in tons value
Large automobile trucks, loaded 9 5
Large automobile trucks, empty 4 4
Small automobile trucks, loaded 3 3
Small automobile trucks, empty 11⁄2 2
Pleasure automobiles 13⁄4 1
Carriages 2 2
Steel-tired vehicles ranged in weight from 1 to 71⁄2 tons and in traffic value from 2 to 10.
A suggested form for a traffic census sheet presented by a committee appointed to study the question of
traffic censuses to the New Jersey State Association of Roads is shown on p. 245. This sheet also bears, for
the use of the office, blanks for the tabulation of the traffic by classes:
Kind of Vehicle No. Weight Vehicle-Tons
Page 238
Motor cycle ..... 0.25 ..........
Light-horse, empty ..... 1.25 ..........
Light-horse, loaded ..... 2.00 ..........
Heavy two-horse, empty ..... 3.20 ..........
Heavy two-horse, loaded ..... 6.00 ..........
Light pleasure motor car ..... 1.50 ..........
Heavy pleasure motor car ..... 2.50 ..........
Light motor truck, empty ..... 1.00 ..........
Light motor truck, loaded ..... 2.50 ..........
Heavy motor truck, empty ..... 5.00 ..........
Heavy motor truck, loaded ..... 10.50 ..........
Specials: 10 tons ..... ..... ..........
15 tons ..... ..... ..........
Over 15 tons ..... ..... ..........
Total ..... ..... ..........
Tonnage per foot width of pavement ....................
Tonnage per foot width of roadway ....................
SUGGESTED FORM OF TRAFFIC CENSUS SHEET
Traffic Census Sheet County Number........ Station No....... County......
State Highway Department of New Jersey................................ 192...
............................................... Road at..........................................
Exact location................................................................................
Count taken..............from...........to.............from...........to..............
Light Heavy Pleasure Light Heavy
Horse Horse Motor Cars Motor Trucks Motor Trucks Specials
Time Count Motor 10- 15- Over Street Hourly
Was Taken Cycle Empty Loaded Empty Loaded Light Heavy Empty Loaded Empty Loaded tons tons 15-ts. Cars Totals
6 a. m. to 7 a. m.
7 a. m. to 8 a. m.
8 a. m. to 9 a. m.
9 a. m. to 10 a. m.
10 a. m. to 11 a. m.
12 noon to 1 p. m.
1 p. m. to 2 p. m.
. . . . . . . . . . . . .
3 a. m. to 4 a. m.
4 a. m. to 5 a. m.
5 a. m. to 6 a. m.
Total
Of above motor vehicles.........carried foreign licenses as follows.........
................................... Weather.....................................................
Type of pavement....................... Condition of pavement...................
Width of roadway........ Width of pavement........ Traffic.... Narrow ...
Tires................... Special............... Inspector..................................
Notes............................................ Checked by...............................
Destructive Factors. —From the above it appears that there is a general opinion that there should be some
common measure for the destructive effect of vehicles upon road surfaces. As yet no unanimity of opinion
has crystallized. While density of traffic influences the surface wear of the road crust—considerably in the
Light-horse, empty ..... 1.25 ..........
Light-horse, loaded ..... 2.00 ..........
Heavy two-horse, empty ..... 3.20 ..........
Heavy two-horse, loaded ..... 6.00 ..........
Light pleasure motor car ..... 1.50 ..........
Heavy pleasure motor car ..... 2.50 ..........
Light motor truck, empty ..... 1.00 ..........
Light motor truck, loaded ..... 2.50 ..........
Heavy motor truck, empty ..... 5.00 ..........
Heavy motor truck, loaded ..... 10.50 ..........
Specials: 10 tons ..... ..... ..........
15 tons ..... ..... ..........
Over 15 tons ..... ..... ..........
Total ..... ..... ..........
Tonnage per foot width of pavement ....................
Tonnage per foot width of roadway ....................
SUGGESTED FORM OF TRAFFIC CENSUS SHEET
Traffic Census Sheet County Number........ Station No....... County......
State Highway Department of New Jersey................................ 192...
............................................... Road at..........................................
Exact location................................................................................
Count taken..............from...........to.............from...........to..............
Light Heavy Pleasure Light Heavy
Horse Horse Motor Cars Motor Trucks Motor Trucks Specials
Time Count Motor 10- 15- Over Street Hourly
Was Taken Cycle Empty Loaded Empty Loaded Light Heavy Empty Loaded Empty Loaded tons tons 15-ts. Cars Totals
6 a. m. to 7 a. m.
7 a. m. to 8 a. m.
8 a. m. to 9 a. m.
9 a. m. to 10 a. m.
10 a. m. to 11 a. m.
12 noon to 1 p. m.
1 p. m. to 2 p. m.
. . . . . . . . . . . . .
3 a. m. to 4 a. m.
4 a. m. to 5 a. m.
5 a. m. to 6 a. m.
Total
Of above motor vehicles.........carried foreign licenses as follows.........
................................... Weather.....................................................
Type of pavement....................... Condition of pavement...................
Width of roadway........ Width of pavement........ Traffic.... Narrow ...
Tires................... Special............... Inspector..................................
Notes............................................ Checked by...............................
Destructive Factors. —From the above it appears that there is a general opinion that there should be some
common measure for the destructive effect of vehicles upon road surfaces. As yet no unanimity of opinion
has crystallized. While density of traffic influences the surface wear of the road crust—considerably in the
Page 239
case of earth and gravel, less for macadam and asphalt, and still less for brick and concrete—the actual
weight of the wheel load seems to have a much greater destructive effect. The impact due to speed and
irregularities of the road surface, the resiliency of the tires, the proportion of sprung to unsprung weight, and
the shoving forces of the wheels all have their effects which are usually in some way connected with either
the weight or the speed, or both, of the vehicle. The many experiments now being carried on by the United
States Bureau of Public Roads, and the several states may furnish data from which a practical measure will
some day be devised. Mr. Older, Chief Highway Engineer of the State of Illinois, under whose direction the
comprehensive investigational and endurance tests under way in that state are being carried on, recently
stated to a party of visitors, of which the author was one, that in his opinion weight, including impact, is the
prime factor in the destruction of a pavement. Wear is of very minor importance, temperature and weather is
of considerable importance.
Road surfaces must be considered as bodies acted upon by forces. Some day the stresses produced by these
forces will have been analyzed, then will it be possible to standardize the importance of the several vehicle
loads. At present it is known that the weight of the load and the weight of the pavement itself are under some
circumstances sufficient to produce cracks in the pavement and disruption of the road crust. Bearing tests and
bending tests are being devised to measure the effects of such loads. Road crusts, earth, gravel, macadam,
asphalt, brick, concrete, are to varying degrees elastic bodies and when loaded they give, as an elastic band
stretches, a spring shortens, or a bow bends, until the internal stresses reach a limiting point where the crust is
broken or permanently distorted. It is well known that the effect on an elastic body of a suddenly applied load
is twice as destructive as the same load gradually applied. And when the action is an impact the destructive
effect may be very great indeed, depending on the physical properties of the impinging bodies. But however
the load is applied, whenever the internal stresses reach the limiting strength of the material of which the road
crust is composed it will go to pieces. The sudden application of the load by fast driving is a sort of impact.
The stresses produced by this impact are now being studied. Much good is expected to come toward the
solution of the problem of destructive vehicle influence from these researches.
Another effect of speed is noted on the more or less viscous materials of which road surfaces are
composed. The pushing of the wheels against the surface causes wrinkles which continue to grow until the
wrinkles become waves entirely across the pavement. Such waves may also be produced by expansion and
contraction due to changes in temperature, but are probably always accentuated by wheel pressure. Side
thrust of wheels often produces longitudinal waves in viscous road crusts.
In the classifications given no one seems to have considered the proportion of sprung and unsprung weight
in the motor car. There can be no doubt but that the resiliency of the springs relieves the pavement of very
much of the shock of impact. This is illustrated by an attempt to drive a nail into a springy board. It can
hardly be done because the springiness of the board uses up, absorbs, the work of impact. A mechanical
statement is, the work of impact equals the change in kinetic energy, or algebraically stated
Wv2
Fs =
2g
when the entire energy has been absorbed. Here F is the acting force and s the distance through which it acts,
Fs, is the work done by the force F. W is the weight of the ram or moving body (vehicle, wheel load), v the
velocity of impact and g the acceleration of gravity, a factor that enters the equation in the expressing of mass
in terms of weight. Solving this equation for F there results,
Wv2
F= ,
2gs
which shows that the smaller s is the greater the force of impact F. When s is made long by means of a spring
the force F becomes smaller. This is illustrated by the old method of catching a baseball without gloves—the
hands were allowed to go backward so that the work of stopping the ball was spread over a greater distance,
the impact force thus becoming so small it did not sting the hands.
The effect upon the road, and also the vehicle, is like that of the hammer which hits a nail on the anvil. The
nail is flattened, pounded to pieces very soon. But if the nail were not placed upon the solid anvil but upon a
slab of springy steel, it might be pounded all day without doing it much harm, the spring at all times
absorbing the shock. So with the weight of the vehicle largely sprung the damage to the roadway is
weight of the wheel load seems to have a much greater destructive effect. The impact due to speed and
irregularities of the road surface, the resiliency of the tires, the proportion of sprung to unsprung weight, and
the shoving forces of the wheels all have their effects which are usually in some way connected with either
the weight or the speed, or both, of the vehicle. The many experiments now being carried on by the United
States Bureau of Public Roads, and the several states may furnish data from which a practical measure will
some day be devised. Mr. Older, Chief Highway Engineer of the State of Illinois, under whose direction the
comprehensive investigational and endurance tests under way in that state are being carried on, recently
stated to a party of visitors, of which the author was one, that in his opinion weight, including impact, is the
prime factor in the destruction of a pavement. Wear is of very minor importance, temperature and weather is
of considerable importance.
Road surfaces must be considered as bodies acted upon by forces. Some day the stresses produced by these
forces will have been analyzed, then will it be possible to standardize the importance of the several vehicle
loads. At present it is known that the weight of the load and the weight of the pavement itself are under some
circumstances sufficient to produce cracks in the pavement and disruption of the road crust. Bearing tests and
bending tests are being devised to measure the effects of such loads. Road crusts, earth, gravel, macadam,
asphalt, brick, concrete, are to varying degrees elastic bodies and when loaded they give, as an elastic band
stretches, a spring shortens, or a bow bends, until the internal stresses reach a limiting point where the crust is
broken or permanently distorted. It is well known that the effect on an elastic body of a suddenly applied load
is twice as destructive as the same load gradually applied. And when the action is an impact the destructive
effect may be very great indeed, depending on the physical properties of the impinging bodies. But however
the load is applied, whenever the internal stresses reach the limiting strength of the material of which the road
crust is composed it will go to pieces. The sudden application of the load by fast driving is a sort of impact.
The stresses produced by this impact are now being studied. Much good is expected to come toward the
solution of the problem of destructive vehicle influence from these researches.
Another effect of speed is noted on the more or less viscous materials of which road surfaces are
composed. The pushing of the wheels against the surface causes wrinkles which continue to grow until the
wrinkles become waves entirely across the pavement. Such waves may also be produced by expansion and
contraction due to changes in temperature, but are probably always accentuated by wheel pressure. Side
thrust of wheels often produces longitudinal waves in viscous road crusts.
In the classifications given no one seems to have considered the proportion of sprung and unsprung weight
in the motor car. There can be no doubt but that the resiliency of the springs relieves the pavement of very
much of the shock of impact. This is illustrated by an attempt to drive a nail into a springy board. It can
hardly be done because the springiness of the board uses up, absorbs, the work of impact. A mechanical
statement is, the work of impact equals the change in kinetic energy, or algebraically stated
Wv2
Fs =
2g
when the entire energy has been absorbed. Here F is the acting force and s the distance through which it acts,
Fs, is the work done by the force F. W is the weight of the ram or moving body (vehicle, wheel load), v the
velocity of impact and g the acceleration of gravity, a factor that enters the equation in the expressing of mass
in terms of weight. Solving this equation for F there results,
Wv2
F= ,
2gs
which shows that the smaller s is the greater the force of impact F. When s is made long by means of a spring
the force F becomes smaller. This is illustrated by the old method of catching a baseball without gloves—the
hands were allowed to go backward so that the work of stopping the ball was spread over a greater distance,
the impact force thus becoming so small it did not sting the hands.
The effect upon the road, and also the vehicle, is like that of the hammer which hits a nail on the anvil. The
nail is flattened, pounded to pieces very soon. But if the nail were not placed upon the solid anvil but upon a
slab of springy steel, it might be pounded all day without doing it much harm, the spring at all times
absorbing the shock. So with the weight of the vehicle largely sprung the damage to the roadway is
Page 240
comparatively small. Therefore, it would seem, as though a fair classification would take into account the
springs of the vehicle.
The pneumatic tire, and the cushion tire and wheel, each act as springs and shock absorbers in varying
degrees. In some of the censuses, pneumatic or solid tires were noted, and very many of the earlier noted
whether rubber or steel tires were used.
Just how far all these things should be taken into account is questionable. Whether or not just as good
results would not come for even a simpler classification is not yet determined. It might be that only the heavy
loads and their frequency is all that need be considered if the destructive effect of traffic alone is aimed at.
The great amount of pleasure riding and the tremendous desire for such riding should be considered in
laying out a system of roads and in the selection of a type of road, therefore all passenger cars and motor
cycles should be counted and given an influence number.
Other Methods of Estimating Amount of Traffic. —The amount of road traffic may be roughly
estimated from the area served by the highway. Upon a map is outlined the tributary territory and its area
measured by any one of several means. The area may be divided into small squares of known size and the
number of squares counted; it may be divided into strips and the length of the strips measured with a scale
and thence the area computed, or a planimeter may be used. Having found the area the unit tonnage is
estimated from a knowledge of the character of the crops raised and the industries in the territory from which
the haulage is calculated. The average haul may be determined, if desired, by finding approximately the
center of gravity of the area and measuring its distance from the market. If the market place is at the center of
a circle surrounding it and the products are uniformly distributed over the circle the mean distance is two-
thirds the radius of the circle.
The tonnage, arising from farms, which is transported over the roads varies with the kind of crop, the
fertility of the soil, the amount of stock fed, or kept for dairying, and numerous other local conditions.
Studies made by various authorities[179] indicate that the marketable products vary from 1⁄10 to 1⁄2 ton per acre.
If a circular area with market place at the center is served by six uniformly distributing radial roads a
mathematical analysis will show that the tonnage upon each one of these roads, one-sixth that from the whole
circle, will be
T = 335.12qr2
where T = total tons per year,
q = yield of marketed crops in tons per acre,
r = maximum haul-radius of the circle.
Dividing T by the number of working days per year (usually taken as 300) gives the average daily haul into
the market. The average length of haul may be taken as 2⁄3 r. The haul over any zone whose edges are
concentric with the circle is considered to be all that originating in the area outside the zone plus that
originating within the zone times the mean distance from the inner edge of the zone. The result of the analysis
gives this equation, for the haul over any zone having an outer radius a, and an inner radius b,
2a2 - ab - b2
H = Tr - Ta + (Ta - Tb),
3(a + b)
where Tr, Ta and Tb represent the tonnage originating on the sectors of radius r, a and b respectively.
For the first mile,
a = 1, b = 0.
H = Tr - 1⁄3Ta.
For the eighth mile,
a = 8, b = 7.
H = Tr - T8 + 23⁄45(T8 - T7)
springs of the vehicle.
The pneumatic tire, and the cushion tire and wheel, each act as springs and shock absorbers in varying
degrees. In some of the censuses, pneumatic or solid tires were noted, and very many of the earlier noted
whether rubber or steel tires were used.
Just how far all these things should be taken into account is questionable. Whether or not just as good
results would not come for even a simpler classification is not yet determined. It might be that only the heavy
loads and their frequency is all that need be considered if the destructive effect of traffic alone is aimed at.
The great amount of pleasure riding and the tremendous desire for such riding should be considered in
laying out a system of roads and in the selection of a type of road, therefore all passenger cars and motor
cycles should be counted and given an influence number.
Other Methods of Estimating Amount of Traffic. —The amount of road traffic may be roughly
estimated from the area served by the highway. Upon a map is outlined the tributary territory and its area
measured by any one of several means. The area may be divided into small squares of known size and the
number of squares counted; it may be divided into strips and the length of the strips measured with a scale
and thence the area computed, or a planimeter may be used. Having found the area the unit tonnage is
estimated from a knowledge of the character of the crops raised and the industries in the territory from which
the haulage is calculated. The average haul may be determined, if desired, by finding approximately the
center of gravity of the area and measuring its distance from the market. If the market place is at the center of
a circle surrounding it and the products are uniformly distributed over the circle the mean distance is two-
thirds the radius of the circle.
The tonnage, arising from farms, which is transported over the roads varies with the kind of crop, the
fertility of the soil, the amount of stock fed, or kept for dairying, and numerous other local conditions.
Studies made by various authorities[179] indicate that the marketable products vary from 1⁄10 to 1⁄2 ton per acre.
If a circular area with market place at the center is served by six uniformly distributing radial roads a
mathematical analysis will show that the tonnage upon each one of these roads, one-sixth that from the whole
circle, will be
T = 335.12qr2
where T = total tons per year,
q = yield of marketed crops in tons per acre,
r = maximum haul-radius of the circle.
Dividing T by the number of working days per year (usually taken as 300) gives the average daily haul into
the market. The average length of haul may be taken as 2⁄3 r. The haul over any zone whose edges are
concentric with the circle is considered to be all that originating in the area outside the zone plus that
originating within the zone times the mean distance from the inner edge of the zone. The result of the analysis
gives this equation, for the haul over any zone having an outer radius a, and an inner radius b,
2a2 - ab - b2
H = Tr - Ta + (Ta - Tb),
3(a + b)
where Tr, Ta and Tb represent the tonnage originating on the sectors of radius r, a and b respectively.
For the first mile,
a = 1, b = 0.
H = Tr - 1⁄3Ta.
For the eighth mile,
a = 8, b = 7.
H = Tr - T8 + 23⁄45(T8 - T7)
Page 241
Theoretical Average Tonnage of Six Uniformly Distributed Market Roads[180]
Uniform Yield per Acre of
One-tenth Ton One-fourth Ton One-half Ton
Tons Hauled Tons Hauled Tons Hauled
Total per day Total per day Total per day
Maxi- Aver- Tons Over Over Tons Over Over Tons Over Over
mum age per 1st 8th per 1st 8th per 1st 8th
Haul Haul Year Mile Mile Year Mile Mile Year Mile Mile
1 0.67 33 0.07 84 0.17 168 0.34
2 1.33 134 0.40 335 1.00 670 2.01
3 2.00 302 0.96 754 2.40 1,508 4.80
4 2.67 536 1.74 1,340 4.36 2,681 8.71
5 3.33 838 2.75 2,094 6.87 4,189 13.74
6 4.00 1206 3.98 3,016 9.95 6,031 19.90
7 4.67 1642 5.43 4,106 13.58 8,211 27.15
8 5.33 2145 7.11 0.85 5,362 17.76 2.13 10,724 35.52 4.25
9 6.00 2714 9.00 2.75 6,786 22.51 6.88 13,572 45.02 13.75
10 6.67 3351 4.13 4.87 8,378 27.82 12.18 16,756 55.63 24.35
11 7.33 4056 13.47 7.22 10,138 33.68 18.05 20,279 67.35 36.10
12 8.00 4826 16.04 9.79 12,064 40.10 24.48 24,128 80.20 48.95
13 8.67 5663 18.83 12.58 14,158 47.08 31.45 28,316 94.15 62.90
14 9.33 6568 21.85 15.59 16,420 54.63 38.98 32,840 109.25 77.95
15 10.00 7540 25.09 18.83 18,850 62.73 47.08 37,700 125.45 94.15
The table shows the theoretical average tonnage on each of six uniformly distributed radial roads. It is
taken from Bulletin 136, U. S. Department of Agriculture. Since roads do not run in practice in this manner
the results can only be used for comparison in confirming estimates.
Mr. E. W. James, of the Bureau of Public Roads, U. S. Dept. of Agriculture, makes an analysis of the
distribution of traffic over the roads of a township located along the section lines of the United States land
survey. The market place is taken at the center of the township.[181]
Graphic representation of distribution of traffic on roads located along section lines.
His analysis assumes the lay of the country makes all roads equally traversable and that the traffic seeks
the nearest highway thence to the main traveled road east and west or north and south through the market
center. This analysis shows that 4.8 per cent of the total mileage carry 39.3 per cent of the traffic; that 9.5 per
Uniform Yield per Acre of
One-tenth Ton One-fourth Ton One-half Ton
Tons Hauled Tons Hauled Tons Hauled
Total per day Total per day Total per day
Maxi- Aver- Tons Over Over Tons Over Over Tons Over Over
mum age per 1st 8th per 1st 8th per 1st 8th
Haul Haul Year Mile Mile Year Mile Mile Year Mile Mile
1 0.67 33 0.07 84 0.17 168 0.34
2 1.33 134 0.40 335 1.00 670 2.01
3 2.00 302 0.96 754 2.40 1,508 4.80
4 2.67 536 1.74 1,340 4.36 2,681 8.71
5 3.33 838 2.75 2,094 6.87 4,189 13.74
6 4.00 1206 3.98 3,016 9.95 6,031 19.90
7 4.67 1642 5.43 4,106 13.58 8,211 27.15
8 5.33 2145 7.11 0.85 5,362 17.76 2.13 10,724 35.52 4.25
9 6.00 2714 9.00 2.75 6,786 22.51 6.88 13,572 45.02 13.75
10 6.67 3351 4.13 4.87 8,378 27.82 12.18 16,756 55.63 24.35
11 7.33 4056 13.47 7.22 10,138 33.68 18.05 20,279 67.35 36.10
12 8.00 4826 16.04 9.79 12,064 40.10 24.48 24,128 80.20 48.95
13 8.67 5663 18.83 12.58 14,158 47.08 31.45 28,316 94.15 62.90
14 9.33 6568 21.85 15.59 16,420 54.63 38.98 32,840 109.25 77.95
15 10.00 7540 25.09 18.83 18,850 62.73 47.08 37,700 125.45 94.15
The table shows the theoretical average tonnage on each of six uniformly distributed radial roads. It is
taken from Bulletin 136, U. S. Department of Agriculture. Since roads do not run in practice in this manner
the results can only be used for comparison in confirming estimates.
Mr. E. W. James, of the Bureau of Public Roads, U. S. Dept. of Agriculture, makes an analysis of the
distribution of traffic over the roads of a township located along the section lines of the United States land
survey. The market place is taken at the center of the township.[181]
Graphic representation of distribution of traffic on roads located along section lines.
His analysis assumes the lay of the country makes all roads equally traversable and that the traffic seeks
the nearest highway thence to the main traveled road east and west or north and south through the market
center. This analysis shows that 4.8 per cent of the total mileage carry 39.3 per cent of the traffic; that 9.5 per
Page 242
cent of the roads carry 71 per cent of the traffic. In his opinion this analysis corroborates the observation of
engineers to the effect that 20 per cent of the roads carry 80 per cent of the traffic. Of course the most
important roads, measured in traffic, are the ones nearest the market, 15-22, 15-16, 16-21, 21-22. Following
these naming only one of the four symmetrical roads, in the order of importance are 14-23, 14-13, 13-24, 13-
x, 14-15, 11-12, 12-x, 12-13, 1-x, 11-14, and 1-12.
Road
between Relative
Sections Importance
15-22 100
14-23 60
14-13 25
13-24 20
13-x 15
14-15 13
11-12 7
12-x 7
12-13 2
1-x 2
11-14 1
1-12 1
The same objections to this method hold as to the preceding. Local conditions always affect the travel on
roads; hills, valleys, soil, drainage, nearness to other cities, railways, streams, and location of farmhouses,
schoolhouses, churches, and factories, all enter into the estimate. A reconnaissance and the good judgment of
the observer must supplement any method of formal procedure.
The Selection of a Suitable Type of Road. —The highway plan should, if it has been carefully and
scientifically made specify the type of roadway as well as the location of the highway. However, when the
improvement is to be paid for by a special tax on the abutting land, it is customary to allow the taxpayers to
have something to say about the type. Road engineers often object to this as being unscientific and unsound,
on the theory that the layman is ignorant of the properties and behavior of road materials and that only an
expert can make the proper selection. The author’s observation is, however, that hard-headed business men
and farmers who have passed through the experiences of rough knocks are no more likely to make a mistake
in the selection of a road type than is the young engineer fresh from the halls of college, or the engineer
whose experience has prejudiced him in favor of particular types of road surfacing. The best and fairest of
engineers cannot agree, then why not give the man who must pay the fiddler an opportunity to dance?
It will be well, nevertheless, for the engineer to suggest a type, or types, of roadway with his reasons for its
or their suitability. If he can show that one type is superior to another the tax-payer will usually follow his
advice, and agree to the type suggested. The final decision must rest with the road officials. They should
know the requirements of the road, whether, for example, it is to be largely commercial or used largely for
pleasure; whether durability or noiselessness is a determining factor; or whether a pleasing appearance and
convenience to the inhabitants living along the way are of greater importance than directness and low grades.
The decision must be made after taking all things into consideration even to the whims of the property-
holders. The best road for a given location is the one which at a reasonable cost will give over a long period
of time a service which is most satisfactory to the majority of its users. What is a reasonable cost and what is
satisfactory service are debatable questions and usually must be compromised to a greater or less extent.
An ideal road is one that is cheap to construct and maintain, one that is durable, presents light resistance to
traffic but is not slippery, is comfortable to travel and not annoying to users or dwellers along its side, and
one that is easily cleaned and is sanitary. No road can contain all these qualities to the same degree, neither
are they all of equal importance, but each should be given some weight in the selection.
Perhaps the first and most important item to be considered is the economic one of cheapness in
construction and maintenance. In making a decision between two types of pavement the first cost will
probably have more weight than will the ultimate cost. The fact that a higher priced article will last longer
and in the end prove to be a saving has little charm for the man who has not the ready money to pay for the
article. He will content himself with the cheaper until he can afford the better. If a community cannot pay for
a certain type of road, no matter how desirable that may be, that type cannot be used. Types of roads must be
selected which will utilize the materials most available. It would seem to be unwise for brick to be shipped
engineers to the effect that 20 per cent of the roads carry 80 per cent of the traffic. Of course the most
important roads, measured in traffic, are the ones nearest the market, 15-22, 15-16, 16-21, 21-22. Following
these naming only one of the four symmetrical roads, in the order of importance are 14-23, 14-13, 13-24, 13-
x, 14-15, 11-12, 12-x, 12-13, 1-x, 11-14, and 1-12.
Road
between Relative
Sections Importance
15-22 100
14-23 60
14-13 25
13-24 20
13-x 15
14-15 13
11-12 7
12-x 7
12-13 2
1-x 2
11-14 1
1-12 1
The same objections to this method hold as to the preceding. Local conditions always affect the travel on
roads; hills, valleys, soil, drainage, nearness to other cities, railways, streams, and location of farmhouses,
schoolhouses, churches, and factories, all enter into the estimate. A reconnaissance and the good judgment of
the observer must supplement any method of formal procedure.
The Selection of a Suitable Type of Road. —The highway plan should, if it has been carefully and
scientifically made specify the type of roadway as well as the location of the highway. However, when the
improvement is to be paid for by a special tax on the abutting land, it is customary to allow the taxpayers to
have something to say about the type. Road engineers often object to this as being unscientific and unsound,
on the theory that the layman is ignorant of the properties and behavior of road materials and that only an
expert can make the proper selection. The author’s observation is, however, that hard-headed business men
and farmers who have passed through the experiences of rough knocks are no more likely to make a mistake
in the selection of a road type than is the young engineer fresh from the halls of college, or the engineer
whose experience has prejudiced him in favor of particular types of road surfacing. The best and fairest of
engineers cannot agree, then why not give the man who must pay the fiddler an opportunity to dance?
It will be well, nevertheless, for the engineer to suggest a type, or types, of roadway with his reasons for its
or their suitability. If he can show that one type is superior to another the tax-payer will usually follow his
advice, and agree to the type suggested. The final decision must rest with the road officials. They should
know the requirements of the road, whether, for example, it is to be largely commercial or used largely for
pleasure; whether durability or noiselessness is a determining factor; or whether a pleasing appearance and
convenience to the inhabitants living along the way are of greater importance than directness and low grades.
The decision must be made after taking all things into consideration even to the whims of the property-
holders. The best road for a given location is the one which at a reasonable cost will give over a long period
of time a service which is most satisfactory to the majority of its users. What is a reasonable cost and what is
satisfactory service are debatable questions and usually must be compromised to a greater or less extent.
An ideal road is one that is cheap to construct and maintain, one that is durable, presents light resistance to
traffic but is not slippery, is comfortable to travel and not annoying to users or dwellers along its side, and
one that is easily cleaned and is sanitary. No road can contain all these qualities to the same degree, neither
are they all of equal importance, but each should be given some weight in the selection.
Perhaps the first and most important item to be considered is the economic one of cheapness in
construction and maintenance. In making a decision between two types of pavement the first cost will
probably have more weight than will the ultimate cost. The fact that a higher priced article will last longer
and in the end prove to be a saving has little charm for the man who has not the ready money to pay for the
article. He will content himself with the cheaper until he can afford the better. If a community cannot pay for
a certain type of road, no matter how desirable that may be, that type cannot be used. Types of roads must be
selected which will utilize the materials most available. It would seem to be unwise for brick to be shipped
Page 243
from the Middle West to New England, or granite blocks from New England to the Middle West. Gravel,
being plentiful in many states, is being used, and rightly so, more than any other road material
notwithstanding the durability of a gravel roadway is less than that of many other types.
Durability is an important factor from an economical standpoint, as it enters vitally in the long-run cost of
a pavement. It is also of importance on account of the infernal nuisance of having a roadway full of pot holes
and rough places, to say nothing of the inconvenience to users of frequent repairs. Road officers are no more
given to regarding the adage “a stitch in time saves nine,” than are other people, consequently non-durable
roads are usually more or less out of order.
Durability depends upon the materials used in construction and their manipulation, proportioning, and
other treatment; the character weight and density of traffic; system or lack of system in making repairs; the
opening up of pavements for water, gas, and sewer or other purposes; building operations along the street;
cleanliness; the absence or presence of street-car tracks; climate and possibly other factors.
Materials and Design. —The physical properties of materials—their tensile, compressive, and shearing
strengths, their elasticity, brittleness, etc.—while important elements in the durability of pavements, the
design of the pavement, its thickness, the proportioning and mixing of parts, the laying, as well as the
subgrade and its treatment are all elements that count very much also. No matter how good a material it can
easily be spoiled in the handling. Some materials like vitrified brick and stone will last indefinitely on a little-
used street while others like asphalt and creosoted wood block are much better for considerable wear. The use
of definite and often meticulous specifications is to insure good materials and proper manipulation of the
same, while the plans are carefully prepared ahead, so that durability and satisfaction may result.
© Underwood and Underwood
GIVING A MACADAM ROAD AN APPLICATION OF TARVIA BINDER
This is Followed by a Coat of Screenings and then the Road is Rolled Again.
being plentiful in many states, is being used, and rightly so, more than any other road material
notwithstanding the durability of a gravel roadway is less than that of many other types.
Durability is an important factor from an economical standpoint, as it enters vitally in the long-run cost of
a pavement. It is also of importance on account of the infernal nuisance of having a roadway full of pot holes
and rough places, to say nothing of the inconvenience to users of frequent repairs. Road officers are no more
given to regarding the adage “a stitch in time saves nine,” than are other people, consequently non-durable
roads are usually more or less out of order.
Durability depends upon the materials used in construction and their manipulation, proportioning, and
other treatment; the character weight and density of traffic; system or lack of system in making repairs; the
opening up of pavements for water, gas, and sewer or other purposes; building operations along the street;
cleanliness; the absence or presence of street-car tracks; climate and possibly other factors.
Materials and Design. —The physical properties of materials—their tensile, compressive, and shearing
strengths, their elasticity, brittleness, etc.—while important elements in the durability of pavements, the
design of the pavement, its thickness, the proportioning and mixing of parts, the laying, as well as the
subgrade and its treatment are all elements that count very much also. No matter how good a material it can
easily be spoiled in the handling. Some materials like vitrified brick and stone will last indefinitely on a little-
used street while others like asphalt and creosoted wood block are much better for considerable wear. The use
of definite and often meticulous specifications is to insure good materials and proper manipulation of the
same, while the plans are carefully prepared ahead, so that durability and satisfaction may result.
© Underwood and Underwood
GIVING A MACADAM ROAD AN APPLICATION OF TARVIA BINDER
This is Followed by a Coat of Screenings and then the Road is Rolled Again.
Page 244
© Underwood and Underwood
A ROAD OF MIXED ASPHALT AND CONCRETE BEING TESTED OUT
The effect of character, weight, and density of traffic has been frequently mentioned and will again be
referred to in what follows. There is no doubt a relationship between materials and design and the character
and amount of traffic. A cinder road may be perfectly acceptable for a park drive where the traffic is light, but
absolutely worthless under heavy commercial trucking.
Resistance to traffic varies with different road surfaces. A smooth hard surface offers a very great deal less
resistance than does a rough or soft surface. To illustrate, a horse is said to be able to pull directly on the
traces one-tenth his own weight without being overworked. With a resistance of 100 pounds per ton (earth
road in medium condition) a team of horses weighing 1200 pounds each could draw over a level road
2 × 1200
= 2.4 tons. On a concrete, asphalt or brick pavement having a tractive resistance of 30 pounds per
10 × 100
2 × 1200
ton the team could draw = 8 tons. In other words the load that can be drawn is inversely as the
10 × 30
tractive resistance. Here speed was not considered. It was the natural walking gait of the horse about three
miles per hour. If the speed is greater the load must be cut down proportionally. With a truck the direct pull is
the effective power of the engine in foot-pounds per minute divided by distance in feet per minute; and the
load that can be drawn is the direct pull times the tractive resistance. Thus if a truck may exert h effective
horse power = 33,000h foot-pounds per minute, and the speed is v miles per hour, the load T, in tons, that
may be hauled on a road having a tractive resistance of t pounds per ton, is
33,000h 375h
T= = .
5280v vt
·t
60
A ROAD OF MIXED ASPHALT AND CONCRETE BEING TESTED OUT
The effect of character, weight, and density of traffic has been frequently mentioned and will again be
referred to in what follows. There is no doubt a relationship between materials and design and the character
and amount of traffic. A cinder road may be perfectly acceptable for a park drive where the traffic is light, but
absolutely worthless under heavy commercial trucking.
Resistance to traffic varies with different road surfaces. A smooth hard surface offers a very great deal less
resistance than does a rough or soft surface. To illustrate, a horse is said to be able to pull directly on the
traces one-tenth his own weight without being overworked. With a resistance of 100 pounds per ton (earth
road in medium condition) a team of horses weighing 1200 pounds each could draw over a level road
2 × 1200
= 2.4 tons. On a concrete, asphalt or brick pavement having a tractive resistance of 30 pounds per
10 × 100
2 × 1200
ton the team could draw = 8 tons. In other words the load that can be drawn is inversely as the
10 × 30
tractive resistance. Here speed was not considered. It was the natural walking gait of the horse about three
miles per hour. If the speed is greater the load must be cut down proportionally. With a truck the direct pull is
the effective power of the engine in foot-pounds per minute divided by distance in feet per minute; and the
load that can be drawn is the direct pull times the tractive resistance. Thus if a truck may exert h effective
horse power = 33,000h foot-pounds per minute, and the speed is v miles per hour, the load T, in tons, that
may be hauled on a road having a tractive resistance of t pounds per ton, is
33,000h 375h
T= = .
5280v vt
·t
60
Page 245
Therefore a truck of 20 effective horse-power will haul over a road whose tractive resistance is 100 pounds
per ton at a speed of 10 miles per hour a load of
375 × 20
T= = 7.5 tons;
10 × 100
and on a smooth road with a tractive resistance of 30 pounds per ton at the same speed, 25 tons, or the same
load 7.5 tons may be drawn at a speed of 331⁄3 miles per hour.
It must be remembered that when the speed is increased the tractive resistance is likewise increased. The
air resistance is in about the ratio of the square of the velocity, so that 33 miles per hour would be too great in
the last case.
Experiments to determine the tractive resistance due to the surface vary considerably, for it is impossible to
secure like conditions of surface smoothness and cleanliness, to say nothing of hardness. The tractive
resistance will with some materials vary with the temperature. That of sheet asphalt, for example, may be
twice as much in summer as in winter. The tractive resistance may not be directly proportional to the load
although it is customary to express it in pounds per ton. It is conceivable that a heavy load because it sinks
into the road crust may require a greater number of pounds to move it than a light load that does not greatly
sink in. This also leads to the effect of width of tire and diameter of wheel. Many experiments have shown
the tractive force to be less with wide than narrow tires, due, no doubt, to the unequal sinking into the road
crust. Likewise wheels ought, for the same reason, to show less resistance for large diameters; in fact some
engineers give it as varying inversely as the diameter of the wheel.
The results of tests, while varying much, show in a general way, the direct pull necessary to draw a load at
slow speed on the level in well-lubricated wagons to be approximately as follows:
μ = coefficient
Lbs. per Ton of Resistance
Upon Steel rails 10 1⁄200
Sheet asphalt, good condition 20 1⁄100
Asphaltic macadam or concrete, good condition 20 1⁄100
Concrete, good condition 20 1⁄100
Brick, good condition 20 1⁄100
Broken stone water-bound macadam, good condition 30 3⁄200
Gravel, good condition 30 3⁄200
Sand clay, good condition 60 3⁄100
Earth, best condition 67 1⁄30
Earth, medium condition 100 1⁄20
Earth, poor condition 300 3⁄20
Resistance Due to Grade. —The resistance due to grade is just as marked as that due to surface. The work
necessary to draw a load up an inclined plane is the same as that of drawing on a level along the base of the
plane and lifting it directly up to the height of the plane. A mathematical analysis[182] based upon this fact
leads to the formulas:
For a horse-drawn load,
t-g
L= H. (1)
μ+g
For a tractor,
P
L= - T. (2)
μ+g
For an automobile or truck,
P
L= , (3)
μ+g
per ton at a speed of 10 miles per hour a load of
375 × 20
T= = 7.5 tons;
10 × 100
and on a smooth road with a tractive resistance of 30 pounds per ton at the same speed, 25 tons, or the same
load 7.5 tons may be drawn at a speed of 331⁄3 miles per hour.
It must be remembered that when the speed is increased the tractive resistance is likewise increased. The
air resistance is in about the ratio of the square of the velocity, so that 33 miles per hour would be too great in
the last case.
Experiments to determine the tractive resistance due to the surface vary considerably, for it is impossible to
secure like conditions of surface smoothness and cleanliness, to say nothing of hardness. The tractive
resistance will with some materials vary with the temperature. That of sheet asphalt, for example, may be
twice as much in summer as in winter. The tractive resistance may not be directly proportional to the load
although it is customary to express it in pounds per ton. It is conceivable that a heavy load because it sinks
into the road crust may require a greater number of pounds to move it than a light load that does not greatly
sink in. This also leads to the effect of width of tire and diameter of wheel. Many experiments have shown
the tractive force to be less with wide than narrow tires, due, no doubt, to the unequal sinking into the road
crust. Likewise wheels ought, for the same reason, to show less resistance for large diameters; in fact some
engineers give it as varying inversely as the diameter of the wheel.
The results of tests, while varying much, show in a general way, the direct pull necessary to draw a load at
slow speed on the level in well-lubricated wagons to be approximately as follows:
μ = coefficient
Lbs. per Ton of Resistance
Upon Steel rails 10 1⁄200
Sheet asphalt, good condition 20 1⁄100
Asphaltic macadam or concrete, good condition 20 1⁄100
Concrete, good condition 20 1⁄100
Brick, good condition 20 1⁄100
Broken stone water-bound macadam, good condition 30 3⁄200
Gravel, good condition 30 3⁄200
Sand clay, good condition 60 3⁄100
Earth, best condition 67 1⁄30
Earth, medium condition 100 1⁄20
Earth, poor condition 300 3⁄20
Resistance Due to Grade. —The resistance due to grade is just as marked as that due to surface. The work
necessary to draw a load up an inclined plane is the same as that of drawing on a level along the base of the
plane and lifting it directly up to the height of the plane. A mathematical analysis[182] based upon this fact
leads to the formulas:
For a horse-drawn load,
t-g
L= H. (1)
μ+g
For a tractor,
P
L= - T. (2)
μ+g
For an automobile or truck,
P
L= , (3)
μ+g
Page 246
where L = weight of load drawn, including weight of vehicle (subtract weight of vehicle for net load);
H = weight of horse;
T = weight of tractor;
P = effective tractive force exerted (available engine effort);
μ = coefficient of road resistance;
g = grade (gradient) = tangent of angle of incline, nearly the same for small angles as the sine of
the angle of incline, that is, the height of the incline divided by its length;
t = the direct pull of the horse divided by the weight of the horse;
h = horse-power = work of 33,000 ft.-lb. per minute.
v = velocity in miles per hour.
Equation (3) indicates that the load, including its own weight, that a truck or an automobile can draw
varies directly as the horse-power exerted effectively, and inversely as the velocity. Also it decreases as the
coefficient of road resistance, μ, and the gradient g increases.
The resistance coefficient, μ may include axle or internal resistance of the vehicle plus road surface
resistance plus air resistance. The axle resistance is nearly a constant, the road resistance likewise, but the air
resistance depends upon the speed v, varying approximately as the square of the velocity. W. S. James, in the
Journal of the Society of Automotive Engineers, June, 1921, uses the formula
F = CAV2
where F = the wind force in pounds;
C = a constant, varies from .003 to .004;
A = frontal area of automobile in square feet approximately 26;
V = velocity in miles per hour.
His researches show that the available engine effort P of equation (3) or horse power h is not quite constant
but varies with the speed. His table follows:
Available
Engine Effort Air Resistance
Per 1000 lb. of Per 1000 lb. of
Car Speed Car Weight, Car Weight,
m.p.h. Lbs. Lbs.
15 107.3 4.9
16 105.2 6.8
20 107.6 8.8
25 106.0 13.4
30 103.9 19.2
35 101.2 26.0
40 98.0 34.1
45 94.1 43.4
50 86.8 53.8
Returning to Equation (3) which has been plotted in two different ways on page 260, it may be seen that
the load that can be hauled up a grade decreases with the per cent of grade very rapidly for the roads having a
small coefficient of resistance and very much less rapidly for larger resistances. For example, on steel rails,
resistance 10 pounds per ton, μ = 1⁄200, a 1 per cent grade reduces the load to one-third the load that may be
hauled on the level, and a 5 per cent grade reduces it to less than one-tenth of the same load. With a good
asphalt, brick or concrete road, resistance 20 pounds per ton, μ = 1⁄100, a 1 per cent grade reduces the load to
one-half, while a 5 per cent grade reduces it to about one-sixth the load that can be drawn on a level road.
While for an earth road in bad condition or a dry sand road, 300 pounds per ton resistance, μ = 3⁄20, a five per
cent grade only reduces the level grade load by one-fourth. This shows clearly that the better the road surface
the less the grade must be in order to benefit by it. The plots on page 260 show the same thing in different
ways, and also that the maximum load that can be hauled with a given force at a constant speed is greater, no
matter what the grade, on the better types of roads than on the poorer, but that the very great advantages due
to hard roads come with the better type of roads. Incidentally this plot shows that the load that may be hauled,
H = weight of horse;
T = weight of tractor;
P = effective tractive force exerted (available engine effort);
μ = coefficient of road resistance;
g = grade (gradient) = tangent of angle of incline, nearly the same for small angles as the sine of
the angle of incline, that is, the height of the incline divided by its length;
t = the direct pull of the horse divided by the weight of the horse;
h = horse-power = work of 33,000 ft.-lb. per minute.
v = velocity in miles per hour.
Equation (3) indicates that the load, including its own weight, that a truck or an automobile can draw
varies directly as the horse-power exerted effectively, and inversely as the velocity. Also it decreases as the
coefficient of road resistance, μ, and the gradient g increases.
The resistance coefficient, μ may include axle or internal resistance of the vehicle plus road surface
resistance plus air resistance. The axle resistance is nearly a constant, the road resistance likewise, but the air
resistance depends upon the speed v, varying approximately as the square of the velocity. W. S. James, in the
Journal of the Society of Automotive Engineers, June, 1921, uses the formula
F = CAV2
where F = the wind force in pounds;
C = a constant, varies from .003 to .004;
A = frontal area of automobile in square feet approximately 26;
V = velocity in miles per hour.
His researches show that the available engine effort P of equation (3) or horse power h is not quite constant
but varies with the speed. His table follows:
Available
Engine Effort Air Resistance
Per 1000 lb. of Per 1000 lb. of
Car Speed Car Weight, Car Weight,
m.p.h. Lbs. Lbs.
15 107.3 4.9
16 105.2 6.8
20 107.6 8.8
25 106.0 13.4
30 103.9 19.2
35 101.2 26.0
40 98.0 34.1
45 94.1 43.4
50 86.8 53.8
Returning to Equation (3) which has been plotted in two different ways on page 260, it may be seen that
the load that can be hauled up a grade decreases with the per cent of grade very rapidly for the roads having a
small coefficient of resistance and very much less rapidly for larger resistances. For example, on steel rails,
resistance 10 pounds per ton, μ = 1⁄200, a 1 per cent grade reduces the load to one-third the load that may be
hauled on the level, and a 5 per cent grade reduces it to less than one-tenth of the same load. With a good
asphalt, brick or concrete road, resistance 20 pounds per ton, μ = 1⁄100, a 1 per cent grade reduces the load to
one-half, while a 5 per cent grade reduces it to about one-sixth the load that can be drawn on a level road.
While for an earth road in bad condition or a dry sand road, 300 pounds per ton resistance, μ = 3⁄20, a five per
cent grade only reduces the level grade load by one-fourth. This shows clearly that the better the road surface
the less the grade must be in order to benefit by it. The plots on page 260 show the same thing in different
ways, and also that the maximum load that can be hauled with a given force at a constant speed is greater, no
matter what the grade, on the better types of roads than on the poorer, but that the very great advantages due
to hard roads come with the better type of roads. Incidentally this plot shows that the load that may be hauled,
Page 247
other things being equal, on steel tracks, is very much greater than that that can be hauled on the best hard
surfaced road with same power, therefore it will never be possible to haul loads on highways as cheaply as on
railways unless the operating expenses on the highways can be made materially less than on railways.
Graphical representation of the effect of grade on the load that can be drawn.
surfaced road with same power, therefore it will never be possible to haul loads on highways as cheaply as on
railways unless the operating expenses on the highways can be made materially less than on railways.
Graphical representation of the effect of grade on the load that can be drawn.
Page 248
Graphical representation of the effect of road resistance on the load that may be drawn.
Slipperiness. —Road surfaces which become slippery not only decrease the tractive effort of horses and
motors but are very dangerous also. Non-slipperiness ought then to be given weight in the selection of the
type of roadway. Observations in London in 1873 by Heywood on slipperiness of pavements indicated
granite-block most slippery, then asphalt and wood-block. Greene, in 1885, analyzing a series of observations
made in the principal cities of the United States, gave the order of slipperiness as wood-block, granite-block,
and sheet-asphalt.
Slipperiness increases with grade. A special committee upon road materials of the American Society of
Civil Engineers[183] recommend the following maximum grades for various kinds of pavements:
Maximum
Grade
Kinds of Roadway Per Cent
Gravel 12
Broken stone 12
Bituminous surface 6
Bituminous macadam 8
Bituminous concrete 8
Sheet asphalt 5
Cement concrete 8
Brick, cement grout filler 6
Brick, bituminous filler 12
Stone-block, cement grout filler 9
Stone-block, bituminous filler 15
Wood-block 4
This would indicate that in the belief of the committee slipperiness is about in the inverse ratio of the grades.
Those on which the steepest grades are allowed being the least slippery.
Climatic conditions affect slipperiness. Roads which are non-slippery in dry weather may be very slippery
in wet weather. Pavements having a small amount of clay or earth on them are quite slippery when
dampened, but after a hard rain may be much less slippery. Earth roads that have been thoroughly dragged are
much more slippery immediately after a small shower than after a hard or soaking rain. Stone blocks and
Slipperiness. —Road surfaces which become slippery not only decrease the tractive effort of horses and
motors but are very dangerous also. Non-slipperiness ought then to be given weight in the selection of the
type of roadway. Observations in London in 1873 by Heywood on slipperiness of pavements indicated
granite-block most slippery, then asphalt and wood-block. Greene, in 1885, analyzing a series of observations
made in the principal cities of the United States, gave the order of slipperiness as wood-block, granite-block,
and sheet-asphalt.
Slipperiness increases with grade. A special committee upon road materials of the American Society of
Civil Engineers[183] recommend the following maximum grades for various kinds of pavements:
Maximum
Grade
Kinds of Roadway Per Cent
Gravel 12
Broken stone 12
Bituminous surface 6
Bituminous macadam 8
Bituminous concrete 8
Sheet asphalt 5
Cement concrete 8
Brick, cement grout filler 6
Brick, bituminous filler 12
Stone-block, cement grout filler 9
Stone-block, bituminous filler 15
Wood-block 4
This would indicate that in the belief of the committee slipperiness is about in the inverse ratio of the grades.
Those on which the steepest grades are allowed being the least slippery.
Climatic conditions affect slipperiness. Roads which are non-slippery in dry weather may be very slippery
in wet weather. Pavements having a small amount of clay or earth on them are quite slippery when
dampened, but after a hard rain may be much less slippery. Earth roads that have been thoroughly dragged are
much more slippery immediately after a small shower than after a hard or soaking rain. Stone blocks and
Page 249
brick are worse after they have worn turtle-backed. Ice and sleet render all pavements slippery, but some
more than others.
Sanitariness. —The sanitariness of a road is the measure of the effect it has on the health of its users and
the dwellers along its side. A dusty road is ordinarily an unsanitary one because of the germs of disease
carried on the dust particles and which may be widely spread by the wind. An earth or gravel road when not
dry or dusty is a sanitary road. A concrete or asphalt pavement when clean is very sanitary, but because dirt
and debris brought upon it soon becomes ground into dust may become more unsanitary than an earth road.
Mud, when clean, if that expression may be allowed, is sanitary, but when mixed on the road with the
droppings of animals, sputum and other unclean things may become very unsanitary.
Noisiness. —Noisiness is a real source of disease, especially mental disorders. The less noisy types of
pavement are usually laid in front of hospitals.
Acceptability. —The acceptability of a roadway depends in addition to the things mentioned on its looks,
appearance, esthetics; on the degree of heat and light which it reflects; upon its springiness and
comfortableness to travel over as well as its easiness upon horses’ feet and rubber tires.
© Underwood and Underwood
CROWNING A CALIFORNIA DIRT ROAD WITH TRACTOR DRAWN GRADER
Some Types of Roads and Their Qualities. —Earth Roads.—The good qualities are: low first cost, not
slippery, noiseless, easy on horses’ feet and on rubber tires, comfortable when in first-class condition. The
poor qualities are: high tractive resistance, not durable, high cost of maintenance when traffic becomes dense,
requiring constant attention to be kept in good condition, difficult to clean, muddy in wet weather, dusty in
dry weather, choppy when dust blows away, rut easily, wear down rapidly under heavy traffic especially in
windy localities, uncomfortable except when in prime condition. Adaptability: Satisfactory for light or
medium traffic when properly drained and constantly maintained. It will probably pay to put in better roads
when the traffic amounts to more than 400 vehicle-tons per day.
more than others.
Sanitariness. —The sanitariness of a road is the measure of the effect it has on the health of its users and
the dwellers along its side. A dusty road is ordinarily an unsanitary one because of the germs of disease
carried on the dust particles and which may be widely spread by the wind. An earth or gravel road when not
dry or dusty is a sanitary road. A concrete or asphalt pavement when clean is very sanitary, but because dirt
and debris brought upon it soon becomes ground into dust may become more unsanitary than an earth road.
Mud, when clean, if that expression may be allowed, is sanitary, but when mixed on the road with the
droppings of animals, sputum and other unclean things may become very unsanitary.
Noisiness. —Noisiness is a real source of disease, especially mental disorders. The less noisy types of
pavement are usually laid in front of hospitals.
Acceptability. —The acceptability of a roadway depends in addition to the things mentioned on its looks,
appearance, esthetics; on the degree of heat and light which it reflects; upon its springiness and
comfortableness to travel over as well as its easiness upon horses’ feet and rubber tires.
© Underwood and Underwood
CROWNING A CALIFORNIA DIRT ROAD WITH TRACTOR DRAWN GRADER
Some Types of Roads and Their Qualities. —Earth Roads.—The good qualities are: low first cost, not
slippery, noiseless, easy on horses’ feet and on rubber tires, comfortable when in first-class condition. The
poor qualities are: high tractive resistance, not durable, high cost of maintenance when traffic becomes dense,
requiring constant attention to be kept in good condition, difficult to clean, muddy in wet weather, dusty in
dry weather, choppy when dust blows away, rut easily, wear down rapidly under heavy traffic especially in
windy localities, uncomfortable except when in prime condition. Adaptability: Satisfactory for light or
medium traffic when properly drained and constantly maintained. It will probably pay to put in better roads
when the traffic amounts to more than 400 vehicle-tons per day.
Page 250
Sand-clay Roads.—The good and poor qualities are about the same as for earth roads. In fact they are earth
roads with a selected mixture of sand and clay. They are more durable, harder and smoother than the ordinary
earth road. They are appropriate for a light or medium traffic and are especially adaptable for sandy stretches
or over clay or gumbo soils. The cost will depend upon the availability of materials; the cost of maintenance
should be no more or very little more than earth roads. They should be good up to 800 vehicle-tons per day.
Gravel Roads.—The good qualities are: moderately hard, compact, and smooth, not slippery, noiseless,
easy on horses’ feet, and not very hard on tires, not muddy, are comfortable, and low in first cost. Poor
qualities: rut rather easily and require constant attention to keep them in first-class condition, dusty in dry
weather. Gravel sometimes becomes loose on top and rolls under fast moving vehicles, causing skidding.
When not thoroughly compacted gravel roads have high tractive resistance. They are particularly well
adapted to country roads under medium traffic, especially where gravel may be obtained at a reasonable cost
near at hand. At the present time more miles of gravel roads than of any other type of surface are being
constructed in the United States. This is because of their low first cost and general satisfactory character for
medium traffic.
Macadam Roads.—Moderate first cost and when well compacted smooth but not slippery. They require
new dust continually to keep the stones cemented together. Under rubber tires the dust is not worn off the
stones and what little there is on the roadway is picked up and spread to the winds. If covered with tar or
asphaltic oil the stones cement together and form excellent roadways under medium traffic, where there are
no extremely heavy trucks to cut through the surface. Traffic up to 1200 vehicle-tons per day is
accommodated well by these roads.
Bituminous macadam roads are ordinary macadam roads impenetrated with bituminous materials. When
well made they are excellent roadways, and unless extremely heavy trucking comes upon them ought to
prove satisfactory for medium to moderately heavy traffic.
Bituminous Concrete Roads are made of broken stone mixed with a bituminous cement before laying and
rolling. They, like bituminous macadam, are smooth, non-slippery, easy riding, have small tractive resistance
and the first cost and cost of maintenance are moderate. Such roads have proven very satisfactory where the
traffic is dense but not composed of real heavy units. On account of their dustlessness and general sanitary
character as well as for their durability they are deservedly popular.
Brick Roads.—Vitrified paving brick give a hard durable surface, reasonably smooth and not slippery. The
cost of maintenance is low and the appearance is good. Brick roads are expensive as a heavy concrete
foundation is necessary, and they are noisy. They are well adapted for heavy hauling.
Concrete Roads.—This type of roadway is rapidly forging to the front. With the exception of gravel it
leads in mileage of hard-surfaced roads. When made of good concrete sufficiently thick it has proven itself to
be durable, hard, smooth, of small tractive resistance, comfortable, and not particularly expensive in first cost
or maintenance.
With horse-drawn iron-tired vehicles it is doubtful if it would prove as durable as some other types but for
rubber tired motorized vehicles it seems to be extremely well adapted. There is no doubt but that this type
will continue to be popular. It has a tendency to crack under the action of temperature and moisture. It is
customary to fill these cracks with tar, pitch or asphalt, giving an appearance which some people think not
pleasing. The pavement is rigid and noisy, therefore objectionable for some localities.
Creosoted Wood Block Roads.—Wood blocks treated with creosote to preserve them from decay make an
excellent pavement. They are smooth, durable, noiseless and sanitary, have small tractive resistance and are
comfortable to ride upon. The principal objection is their habit of “bleeding” in the summer time. The sticky
oil tar that oozes out is very objectionable, as it adheres to shoes and is tracked into houses. The first cost is
considerable, but maintenance is low for many years after laying. Wood block roadways seem well adapted
for bridge floors, for stable and shop floors, and for heavy teaming when placed on a substantial concrete
foundation. They seem to last better for a moderate or semi-heavy use; when left idle they are more subject to
decay.
Asphalt Block Roads have proven satisfactory for both country and city roads where the traffic is
reasonably heavy. They are laid on both cement concrete and asphaltic concrete bases. They are smooth, easy
riding, have light tractive resistance, are not very noisy, and are sanitary. The dark color is rather pleasing.
Sheet Asphalt Roads and Streets, considering their cost, durability, smoothness, ease of riding, low tractive
resistance, and general acceptability, are among the most popular roads. What has been said of sheet asphalt
roads with a selected mixture of sand and clay. They are more durable, harder and smoother than the ordinary
earth road. They are appropriate for a light or medium traffic and are especially adaptable for sandy stretches
or over clay or gumbo soils. The cost will depend upon the availability of materials; the cost of maintenance
should be no more or very little more than earth roads. They should be good up to 800 vehicle-tons per day.
Gravel Roads.—The good qualities are: moderately hard, compact, and smooth, not slippery, noiseless,
easy on horses’ feet, and not very hard on tires, not muddy, are comfortable, and low in first cost. Poor
qualities: rut rather easily and require constant attention to keep them in first-class condition, dusty in dry
weather. Gravel sometimes becomes loose on top and rolls under fast moving vehicles, causing skidding.
When not thoroughly compacted gravel roads have high tractive resistance. They are particularly well
adapted to country roads under medium traffic, especially where gravel may be obtained at a reasonable cost
near at hand. At the present time more miles of gravel roads than of any other type of surface are being
constructed in the United States. This is because of their low first cost and general satisfactory character for
medium traffic.
Macadam Roads.—Moderate first cost and when well compacted smooth but not slippery. They require
new dust continually to keep the stones cemented together. Under rubber tires the dust is not worn off the
stones and what little there is on the roadway is picked up and spread to the winds. If covered with tar or
asphaltic oil the stones cement together and form excellent roadways under medium traffic, where there are
no extremely heavy trucks to cut through the surface. Traffic up to 1200 vehicle-tons per day is
accommodated well by these roads.
Bituminous macadam roads are ordinary macadam roads impenetrated with bituminous materials. When
well made they are excellent roadways, and unless extremely heavy trucking comes upon them ought to
prove satisfactory for medium to moderately heavy traffic.
Bituminous Concrete Roads are made of broken stone mixed with a bituminous cement before laying and
rolling. They, like bituminous macadam, are smooth, non-slippery, easy riding, have small tractive resistance
and the first cost and cost of maintenance are moderate. Such roads have proven very satisfactory where the
traffic is dense but not composed of real heavy units. On account of their dustlessness and general sanitary
character as well as for their durability they are deservedly popular.
Brick Roads.—Vitrified paving brick give a hard durable surface, reasonably smooth and not slippery. The
cost of maintenance is low and the appearance is good. Brick roads are expensive as a heavy concrete
foundation is necessary, and they are noisy. They are well adapted for heavy hauling.
Concrete Roads.—This type of roadway is rapidly forging to the front. With the exception of gravel it
leads in mileage of hard-surfaced roads. When made of good concrete sufficiently thick it has proven itself to
be durable, hard, smooth, of small tractive resistance, comfortable, and not particularly expensive in first cost
or maintenance.
With horse-drawn iron-tired vehicles it is doubtful if it would prove as durable as some other types but for
rubber tired motorized vehicles it seems to be extremely well adapted. There is no doubt but that this type
will continue to be popular. It has a tendency to crack under the action of temperature and moisture. It is
customary to fill these cracks with tar, pitch or asphalt, giving an appearance which some people think not
pleasing. The pavement is rigid and noisy, therefore objectionable for some localities.
Creosoted Wood Block Roads.—Wood blocks treated with creosote to preserve them from decay make an
excellent pavement. They are smooth, durable, noiseless and sanitary, have small tractive resistance and are
comfortable to ride upon. The principal objection is their habit of “bleeding” in the summer time. The sticky
oil tar that oozes out is very objectionable, as it adheres to shoes and is tracked into houses. The first cost is
considerable, but maintenance is low for many years after laying. Wood block roadways seem well adapted
for bridge floors, for stable and shop floors, and for heavy teaming when placed on a substantial concrete
foundation. They seem to last better for a moderate or semi-heavy use; when left idle they are more subject to
decay.
Asphalt Block Roads have proven satisfactory for both country and city roads where the traffic is
reasonably heavy. They are laid on both cement concrete and asphaltic concrete bases. They are smooth, easy
riding, have light tractive resistance, are not very noisy, and are sanitary. The dark color is rather pleasing.
Sheet Asphalt Roads and Streets, considering their cost, durability, smoothness, ease of riding, low tractive
resistance, and general acceptability, are among the most popular roads. What has been said of sheet asphalt
Page 251
will apply to asphaltic concrete of the Topeka specification and bitulithic types. The road is better for use.
The asphalt and sand surface has the habit of swelling and cracking when not used. The proportioning and
laying of a sheet asphalt surface is a particular job and requires a person of technical knowledge and
experience to do it properly. Sheet-asphalt pavements seem well adapted for city streets and roads where
there is a medium or dense traffic. With a firm foundation it stands up well under the heaviest traffic. Its
popularity is truly deserved. The pavement under some conditions of moisture is inclined to be slippery but
when dry is not. Neither is it very noisy.
Miscellaneous.—There are numerous other types of roads that have their proper uses in many localities.
Burned clay, shell, furnace slag, coal slack, cinders, plank, corduroy, hay, bagasse, and possibly other
materials have and will continue to be used with more or less success. The proper places for their use will
depend upon local conditions which every good engineer always takes into account before deciding upon a
type of roadway.
Comparison of Roads. —In order to compare the relative merits of different types of roads weights are
usually given to the different qualities entering into the roadway that they may be compared with a
predetermined ideal. It must be remembered that such tables apply only to the particular road for which they
are made out. No two can be exactly alike.
Here is one adapted from the author’s work on “Highway Engineering.”[184]
Comparative Table of Several Types of Roadway for Some Particular Locality
Ideal
Road Cre- Bitu-
for this Best Sand Mac- Con- osoted minous
Particular Earth Clay Gravel adam Brick crete Asphalt Wood Con- Sheet
Qualities Location Road Road Road Road Road Road Block Block crete Asphalt
Low first cost 20 20 16 16 15 10 12 10 8 14 13
Low cost of maintenance 20 15 15 10 8 9 8 8 10 8 10
Ease of traction 10 1 4 6 8 10 10 9 9 9 10
Non-slipperiness 10 9 9 9 9 8 5 5 5 5 5
Noiselessness 5 5 5 5 4 1 1 2 4 2 2
Healthfulness 10 5 5 6 8 9 9 9 8 9 9
Freedom from dust and mud 10 1 2 3 4 9 9 9 9 9 9
Comfortable to use 10 3 4 5 6 8 8 9 9 9 9
Appearance 5 2 3 3 4 3 4 5 5 5 5
Total 100 61 63 63 66 69 66 66 67 70 72
Tilson gives the following weights for city pavements having heavy traffic:[185]
Per- Gran- Sheet
cent- ite Wood As- Bitu-
Pavement Qualities age Block Block Brick phalt lithic
Cheapness 14 8 8 13 14 12
Durability 21 21 16 12 15 15
Easiness of cleaning 15 10 14 15 14 14
Light resistance to traffic 15 13 14 15 11 12
Non-slipperiness 7 7 4 6 5 6
Ease of maintenance 10 10 8 6 6 6
Favorableness to travel 5 2 5 3 4 4
Sanitariness 13 9 13 10 12 12
Total 100 80 82 80 81 81
Less cheapness 72 74 67 67 69
The Forest Service of the U. S. Department of Agriculture presents the following table:
Per- Granite Sheet Mac- Wood
Pavement Qualities centage Block Asphalt Brick adam Block
Cheapness 14 4 61⁄2 7 14 41⁄2
Durability 20 20 10 121⁄2 6 14
Ease of maintenance 10 91⁄2 71⁄2 81⁄2 41⁄2 91⁄2
Ease of cleaning 14 10 14 121⁄2 6 14
Low resistance to traffic 14 81⁄2 14 121⁄2 8 14
Non-slipperiness 7 51⁄2 31⁄2 51⁄2 61⁄2 4
The asphalt and sand surface has the habit of swelling and cracking when not used. The proportioning and
laying of a sheet asphalt surface is a particular job and requires a person of technical knowledge and
experience to do it properly. Sheet-asphalt pavements seem well adapted for city streets and roads where
there is a medium or dense traffic. With a firm foundation it stands up well under the heaviest traffic. Its
popularity is truly deserved. The pavement under some conditions of moisture is inclined to be slippery but
when dry is not. Neither is it very noisy.
Miscellaneous.—There are numerous other types of roads that have their proper uses in many localities.
Burned clay, shell, furnace slag, coal slack, cinders, plank, corduroy, hay, bagasse, and possibly other
materials have and will continue to be used with more or less success. The proper places for their use will
depend upon local conditions which every good engineer always takes into account before deciding upon a
type of roadway.
Comparison of Roads. —In order to compare the relative merits of different types of roads weights are
usually given to the different qualities entering into the roadway that they may be compared with a
predetermined ideal. It must be remembered that such tables apply only to the particular road for which they
are made out. No two can be exactly alike.
Here is one adapted from the author’s work on “Highway Engineering.”[184]
Comparative Table of Several Types of Roadway for Some Particular Locality
Ideal
Road Cre- Bitu-
for this Best Sand Mac- Con- osoted minous
Particular Earth Clay Gravel adam Brick crete Asphalt Wood Con- Sheet
Qualities Location Road Road Road Road Road Road Block Block crete Asphalt
Low first cost 20 20 16 16 15 10 12 10 8 14 13
Low cost of maintenance 20 15 15 10 8 9 8 8 10 8 10
Ease of traction 10 1 4 6 8 10 10 9 9 9 10
Non-slipperiness 10 9 9 9 9 8 5 5 5 5 5
Noiselessness 5 5 5 5 4 1 1 2 4 2 2
Healthfulness 10 5 5 6 8 9 9 9 8 9 9
Freedom from dust and mud 10 1 2 3 4 9 9 9 9 9 9
Comfortable to use 10 3 4 5 6 8 8 9 9 9 9
Appearance 5 2 3 3 4 3 4 5 5 5 5
Total 100 61 63 63 66 69 66 66 67 70 72
Tilson gives the following weights for city pavements having heavy traffic:[185]
Per- Gran- Sheet
cent- ite Wood As- Bitu-
Pavement Qualities age Block Block Brick phalt lithic
Cheapness 14 8 8 13 14 12
Durability 21 21 16 12 15 15
Easiness of cleaning 15 10 14 15 14 14
Light resistance to traffic 15 13 14 15 11 12
Non-slipperiness 7 7 4 6 5 6
Ease of maintenance 10 10 8 6 6 6
Favorableness to travel 5 2 5 3 4 4
Sanitariness 13 9 13 10 12 12
Total 100 80 82 80 81 81
Less cheapness 72 74 67 67 69
The Forest Service of the U. S. Department of Agriculture presents the following table:
Per- Granite Sheet Mac- Wood
Pavement Qualities centage Block Asphalt Brick adam Block
Cheapness 14 4 61⁄2 7 14 41⁄2
Durability 20 20 10 121⁄2 6 14
Ease of maintenance 10 91⁄2 71⁄2 81⁄2 41⁄2 91⁄2
Ease of cleaning 14 10 14 121⁄2 6 14
Low resistance to traffic 14 81⁄2 14 121⁄2 8 14
Non-slipperiness 7 51⁄2 31⁄2 51⁄2 61⁄2 4
Page 252
Favorableness to travel 4 21⁄2 4 3 3 31⁄2
Acceptability 4 2 31⁄2 21⁄2 21⁄2 4
Sanitary qualities 13 9 13 101⁄2 41⁄2 121⁄2
100 71 76 741⁄2 55 80
Crosby gives three sets of ideal crusts for country roads: V for main roads, carrying a fairly heavy mixed
traffic, W, secondary roads carrying moderate traffic, and X on minor roads with light farm travel almost
wholly.[186]
Plain Bitumi- Water-
Ideal Cement nous bound
Con- Mac- Mac-
Components V W X Brick crete adam adam
First cost, cheapness 15 15 15 8 10 10 15
Maintenance, cheapness 25 25 20 25 20 20 10
Durability 7 7 7 7 5 5 3
Ease of maintenance 8 10 10 7 8 8 10
Cleanliness 5 5 5 3 3 5 2
Low tractive resistance 10 5 5 5 4 4 4
Non-slipperiness 10 10 10 4 7 5 10
Sanitariness 5 5 5 4 4 5 3
Noiselessness 5 5 5 3 3 5 4
Acceptability 5 5 8 2 3 4 5
Favorableness to travel 5 8 10 3 5 6 8
Total 100 100 100 71 72 77 74
Anderson gives the following economical table to assist in arriving at a proper type of surfacing:[187]
Method of Making Economical Comparison of Road Surfaces
Possible Types
of Surfacing
Item A B C
Estimated life of surface with proper maintenance, years 4 8 12
Original construction cost per mile $ 8,000 $15,000 $30,000
Annual charges for interest, depreciation and resurfacing 2,364 2,528 3,797
Cost of maintaining surface per mile, average, annual 1,000 750 200
Total cost per mile at end of 12th year, period 40,368 39,336 47,964
Value of road surface per mile at end of 12th year period .... 7,500 12,000
Net outlay per mile of road 40,368 32,836 35,964
The choice of selection here is evidently between B and C, with the figures so close together that the one
with the least number of uncertainties would probably be adopted if economy is the determining factor.
Another method of making economical comparisons is shown in the table and plot following:
1 2 3 4 5 6 7
Bitumi-
nous
Macadam Portland Sheet Brick
Earth Gravel and Cement Asphalt Stone Wood
Item Road Road concrete Concrete Bitulithic Block Block
First cost per mile $1,000 $5,000 $10,000 $20,000 $30,000 $40,000 $50,000
Annual Interest, 5 per cent 50 250 500 1,000 1,500 2,000 2,500
Annual Maintenance 250 250 500 100 100 50 50
Life of surface, yrs. 0 5 10 20 20 25 25
Cost of resurfacing $ 0 $2,500 $ 5,000 $15,000 $15,000 $25,000 $35,000
Annual Sinking Fund 31⁄2 per cent 0 466 427 530 530 884 899
Annual Total Cost 300 966 1,427 1,630 2,130 2,934 3,449
Daily Cost, per mile 0.82 2.74 3.90 4.45 5.84 8.03 9.46
Acceptability 4 2 31⁄2 21⁄2 21⁄2 4
Sanitary qualities 13 9 13 101⁄2 41⁄2 121⁄2
100 71 76 741⁄2 55 80
Crosby gives three sets of ideal crusts for country roads: V for main roads, carrying a fairly heavy mixed
traffic, W, secondary roads carrying moderate traffic, and X on minor roads with light farm travel almost
wholly.[186]
Plain Bitumi- Water-
Ideal Cement nous bound
Con- Mac- Mac-
Components V W X Brick crete adam adam
First cost, cheapness 15 15 15 8 10 10 15
Maintenance, cheapness 25 25 20 25 20 20 10
Durability 7 7 7 7 5 5 3
Ease of maintenance 8 10 10 7 8 8 10
Cleanliness 5 5 5 3 3 5 2
Low tractive resistance 10 5 5 5 4 4 4
Non-slipperiness 10 10 10 4 7 5 10
Sanitariness 5 5 5 4 4 5 3
Noiselessness 5 5 5 3 3 5 4
Acceptability 5 5 8 2 3 4 5
Favorableness to travel 5 8 10 3 5 6 8
Total 100 100 100 71 72 77 74
Anderson gives the following economical table to assist in arriving at a proper type of surfacing:[187]
Method of Making Economical Comparison of Road Surfaces
Possible Types
of Surfacing
Item A B C
Estimated life of surface with proper maintenance, years 4 8 12
Original construction cost per mile $ 8,000 $15,000 $30,000
Annual charges for interest, depreciation and resurfacing 2,364 2,528 3,797
Cost of maintaining surface per mile, average, annual 1,000 750 200
Total cost per mile at end of 12th year, period 40,368 39,336 47,964
Value of road surface per mile at end of 12th year period .... 7,500 12,000
Net outlay per mile of road 40,368 32,836 35,964
The choice of selection here is evidently between B and C, with the figures so close together that the one
with the least number of uncertainties would probably be adopted if economy is the determining factor.
Another method of making economical comparisons is shown in the table and plot following:
1 2 3 4 5 6 7
Bitumi-
nous
Macadam Portland Sheet Brick
Earth Gravel and Cement Asphalt Stone Wood
Item Road Road concrete Concrete Bitulithic Block Block
First cost per mile $1,000 $5,000 $10,000 $20,000 $30,000 $40,000 $50,000
Annual Interest, 5 per cent 50 250 500 1,000 1,500 2,000 2,500
Annual Maintenance 250 250 500 100 100 50 50
Life of surface, yrs. 0 5 10 20 20 25 25
Cost of resurfacing $ 0 $2,500 $ 5,000 $15,000 $15,000 $25,000 $35,000
Annual Sinking Fund 31⁄2 per cent 0 466 427 530 530 884 899
Annual Total Cost 300 966 1,427 1,630 2,130 2,934 3,449
Daily Cost, per mile 0.82 2.74 3.90 4.45 5.84 8.03 9.46
Page 253
Plot showing cost of several types of roads under varying traffic density. When the traffic
density of road No. 1 (Earth and sand clay) becomes greater than 300 or 400 vehicles per day
density of road No. 1 (Earth and sand clay) becomes greater than 300 or 400 vehicles per day
Page 254
the curve would turn up because the maintenance costs would be increased. Similarly for Nos.
2 and 3 for 1600 to 2000 vehicles per day.
SELECTED REFERENCES
“American Civil Engineers’ Pocket-Book,” Sec. 15, Art. 4, John Wiley & Sons, New York.
“American Highway Engineers’ Handbook,” p. 1360, John Wiley & Sons, New York.
American Society of Civil Engineers, Proceedings, 1918, p. 2327.
Anderson, Andrew P., “Modern Road Building and Maintenance.” Hercules Powder Co., Chicago.
Automotive Industries, “The Motor Bus Field as a Market for Trucks,” Vol. XLV, pp. 627-628, Sept.
29, 1921; “Weight of Trucks,” May 18, 1922.
Blanchard and Drowne, “Textbook of Highway Engineering,” Chap. II, John Wiley & Sons, New
York.
Bullard, General Robert Lee, “The Motor Truck’s Importance on the Battle Front of France,”
National Automobile Chamber of Commerce, New York.
Chatburn, George R., “Highway Engineering—Rural Roads and Pavements,” pp. 22-28; John
Wiley & Sons, New York.
Collins, J. A., “Transportation Surveys for Rural Express Routes,” Good Roads, March 17, 1919.
Cornell Agricultural College Bulletin No. 205; Ithaca, New York.
Crissey, Forrest, “Our New Transportation System,” Saturday Evening Post, December 16, 1922, p.
14.
Crosby, W. W., “The Scientific Selection of Pavements,” Municipal Journal, May 29, 1913.
Dalton, James C., “Highways Must Be Made Self-supporting,” Automotive Industries, May 25,
1922.
Good Roads.—“Benefits of a National Highway System,” A committee report of the American Road
Builders Association, Jan. 19, 1919.
Haydock, Winters, “The Pittsburgh Traffic Count,” Proceedings of the Engineering Society of
Western Pennsylvania, Vol. XXVII, pp. 477-513.
Hirst, A. R., “Laying out Wisconsin Trunk Line Highways,” Good Roads.
Horine, M. C., “Economics of Motor Transport,” Journal of the Society of Automotive Engineers,
May, 1922.
James, E. W., “Distribution of Traffic on a Rectangular System,” Engineering Record, Vol. LXXIV,
p. 439.
Johnson, A. N., “The Traffic Census,” Public Roads, Dec. 1920, Appendix; also p. 16.
“Traffic Census and its Use in Deciding Road Width,” Public Roads, July, 1921, p. 7.
Jadwin, Colonel Edgar, “Relation of the War Department to Improved Highways.” Bulletin No. 25
of the Texas Engineering Experiment Station, Agricultural and Mechanical College of Texas,
May 1, 1922, p. 40.
2 and 3 for 1600 to 2000 vehicles per day.
SELECTED REFERENCES
“American Civil Engineers’ Pocket-Book,” Sec. 15, Art. 4, John Wiley & Sons, New York.
“American Highway Engineers’ Handbook,” p. 1360, John Wiley & Sons, New York.
American Society of Civil Engineers, Proceedings, 1918, p. 2327.
Anderson, Andrew P., “Modern Road Building and Maintenance.” Hercules Powder Co., Chicago.
Automotive Industries, “The Motor Bus Field as a Market for Trucks,” Vol. XLV, pp. 627-628, Sept.
29, 1921; “Weight of Trucks,” May 18, 1922.
Blanchard and Drowne, “Textbook of Highway Engineering,” Chap. II, John Wiley & Sons, New
York.
Bullard, General Robert Lee, “The Motor Truck’s Importance on the Battle Front of France,”
National Automobile Chamber of Commerce, New York.
Chatburn, George R., “Highway Engineering—Rural Roads and Pavements,” pp. 22-28; John
Wiley & Sons, New York.
Collins, J. A., “Transportation Surveys for Rural Express Routes,” Good Roads, March 17, 1919.
Cornell Agricultural College Bulletin No. 205; Ithaca, New York.
Crissey, Forrest, “Our New Transportation System,” Saturday Evening Post, December 16, 1922, p.
14.
Crosby, W. W., “The Scientific Selection of Pavements,” Municipal Journal, May 29, 1913.
Dalton, James C., “Highways Must Be Made Self-supporting,” Automotive Industries, May 25,
1922.
Good Roads.—“Benefits of a National Highway System,” A committee report of the American Road
Builders Association, Jan. 19, 1919.
Haydock, Winters, “The Pittsburgh Traffic Count,” Proceedings of the Engineering Society of
Western Pennsylvania, Vol. XXVII, pp. 477-513.
Hirst, A. R., “Laying out Wisconsin Trunk Line Highways,” Good Roads.
Horine, M. C., “Economics of Motor Transport,” Journal of the Society of Automotive Engineers,
May, 1922.
James, E. W., “Distribution of Traffic on a Rectangular System,” Engineering Record, Vol. LXXIV,
p. 439.
Johnson, A. N., “The Traffic Census,” Public Roads, Dec. 1920, Appendix; also p. 16.
“Traffic Census and its Use in Deciding Road Width,” Public Roads, July, 1921, p. 7.
Jadwin, Colonel Edgar, “Relation of the War Department to Improved Highways.” Bulletin No. 25
of the Texas Engineering Experiment Station, Agricultural and Mechanical College of Texas,
May 1, 1922, p. 40.
Page 255
MacDonald, “Classification and Uses of Highways,” Engineering News-Record, Vol. LXXXIII, pp.
984-985, 635.
Massachusetts Highway Commission Report, 1912.
Simonds, Frank H., “History of the World War,” Vol. I, p. 118, Vol. V, p. 115. Doubleday, Page &
Company, New York.
New Jersey State Highway Commission, Committee Report on Traffic Census—Engineering News-
Record, Vol. LXXXVI, p. 338.
Taylor, Colonel B., “Similarity of Military and Commercial Motor Transportation,” National
Automobile Chamber of Commerce, New York.
United States Bureau of Public Roads, “A Study of the California Highway System,” Public Roads,
pp. 124, 136-138, 196-197, 200-209.
United States Census Reports.
United States Department of Agriculture, Bureau of Statistics Bulletin 49. Bureau of Forestry
Bulletin.
FOOTNOTES
[173] Highway is sometimes used in the sense of greater importance and road in that of less,
as in the expression “highways and roads.” Baker in his “Roads and Pavements” uses roads to
indicate unpaved highways.
[174] See Engineering News Record, Vol. LXXXIII, p. 985.
[175] “Economies of Motor Transport,” by Merrill C. Horine, Engineer International Motor
Company, New York City, in the Journal of the Society of Automotive Engineers, May, 1922.
[176] See Simonds’ “History of the World War,” Vols. I and V.
[177] “Am. Civ. Eng’s. Pocketbook,” Sec. 15, Art. 4, Wiley & Sons, N. Y.
[178] Report of Third International Road Congress, 1913.
[179] Bulletin 205, Cornell Agricultural College; Bulletin 136, U. S. Department of
Agriculture; Bulletin 49, Bureau of Statistics, U. S. Dept. of Agr. Reports of the 1910 U. S.
Census.
[180] From Bulletin 136, U. S. Department of Agriculture.
[181] Engineering Record, Vol. LXXIV, p. 439.
[182] See “Highway Engineering,” by G. R. Chatburn, pp. 22 to 28, Wiley & Sons, New
York, publishers.
[183] Am. Soc. C. E. Proceedings, 1918, p. 2327.
[184] “Highway Engineering—Rural Roads and Pavements,” by George R. Chatburn, John
Wiley & Sons, New York.
[185] “American Highway Engineers’ Handbook,” p. 1360, Wiley & Sons, New York.
[186] “The Scientific Selection of Pavements,” by W. W. Crosby, in Municipal Journal, May
29, 1913.
[187] “Modern Road Building and Maintenance,” by Andrew P. Anderson.
984-985, 635.
Massachusetts Highway Commission Report, 1912.
Simonds, Frank H., “History of the World War,” Vol. I, p. 118, Vol. V, p. 115. Doubleday, Page &
Company, New York.
New Jersey State Highway Commission, Committee Report on Traffic Census—Engineering News-
Record, Vol. LXXXVI, p. 338.
Taylor, Colonel B., “Similarity of Military and Commercial Motor Transportation,” National
Automobile Chamber of Commerce, New York.
United States Bureau of Public Roads, “A Study of the California Highway System,” Public Roads,
pp. 124, 136-138, 196-197, 200-209.
United States Census Reports.
United States Department of Agriculture, Bureau of Statistics Bulletin 49. Bureau of Forestry
Bulletin.
FOOTNOTES
[173] Highway is sometimes used in the sense of greater importance and road in that of less,
as in the expression “highways and roads.” Baker in his “Roads and Pavements” uses roads to
indicate unpaved highways.
[174] See Engineering News Record, Vol. LXXXIII, p. 985.
[175] “Economies of Motor Transport,” by Merrill C. Horine, Engineer International Motor
Company, New York City, in the Journal of the Society of Automotive Engineers, May, 1922.
[176] See Simonds’ “History of the World War,” Vols. I and V.
[177] “Am. Civ. Eng’s. Pocketbook,” Sec. 15, Art. 4, Wiley & Sons, N. Y.
[178] Report of Third International Road Congress, 1913.
[179] Bulletin 205, Cornell Agricultural College; Bulletin 136, U. S. Department of
Agriculture; Bulletin 49, Bureau of Statistics, U. S. Dept. of Agr. Reports of the 1910 U. S.
Census.
[180] From Bulletin 136, U. S. Department of Agriculture.
[181] Engineering Record, Vol. LXXIV, p. 439.
[182] See “Highway Engineering,” by G. R. Chatburn, pp. 22 to 28, Wiley & Sons, New
York, publishers.
[183] Am. Soc. C. E. Proceedings, 1918, p. 2327.
[184] “Highway Engineering—Rural Roads and Pavements,” by George R. Chatburn, John
Wiley & Sons, New York.
[185] “American Highway Engineers’ Handbook,” p. 1360, Wiley & Sons, New York.
[186] “The Scientific Selection of Pavements,” by W. W. Crosby, in Municipal Journal, May
29, 1913.
[187] “Modern Road Building and Maintenance,” by Andrew P. Anderson.
Page 256
CHAPTER IX
EFFECT OF EASE AND COST OF TRANSPORTATION ON
PRODUCTION AND MARKETING
The creation of economic utilities by the application of the mental and
physical powers of man to the materials of nature is called production.
Grass grew abundantly for thousands of years over the great plains of the
Mississippi valley, but there was no production until it was utilized by the
hand of man for economical purposes. Just so far as change came to that
grass through the application of labor, physical or mental, or stored up in
capital, there was production. Productive activities may be classified as
those which have to do with: (1) a change in form, (2) a change in place, (3)
a change in the potential time of use. Productive activities add to the
materials as received other values, namely, form utilities, place utilities, and
time utilities. The farmer through the processes of sowing, cultivating and
harvesting, is instrumental in changing the elements of nature into grain, of
adding form utility; it is transported over the roads and railways to
elevators, thus is added place utility; it is there stored until needed thereby
the third or time utility is attached. In the illustration just given wheat stored
in the bin is considered the finished product. But a finished product of one
productive activity may be the raw product of another. For instance, the
wheat is taken from the bin and ground into flour, the flour transported to
the place of storage, and held as a finished product until it is wanted by
another productive activity in which the flour is the raw product. The baker
takes the raw product, flour, molds and bakes it into bread, which is held by
the merchant for sale. The wheat thus has passed through the three
productive processes three different times. Other things may have passed
through more before the final consumptive process occurs.
Production is very commonly thought of as being only the first one of the
three operations, but the changes brought about by the transporter and the
merchant are productive of economic wealth through the application of
human physical and mental efforts hence are as truly a part of production as
is the first operation.
The factors which enter into production are by some economists given as
nature and labor, by others as land, labor, and capital. Under nature or land
EFFECT OF EASE AND COST OF TRANSPORTATION ON
PRODUCTION AND MARKETING
The creation of economic utilities by the application of the mental and
physical powers of man to the materials of nature is called production.
Grass grew abundantly for thousands of years over the great plains of the
Mississippi valley, but there was no production until it was utilized by the
hand of man for economical purposes. Just so far as change came to that
grass through the application of labor, physical or mental, or stored up in
capital, there was production. Productive activities may be classified as
those which have to do with: (1) a change in form, (2) a change in place, (3)
a change in the potential time of use. Productive activities add to the
materials as received other values, namely, form utilities, place utilities, and
time utilities. The farmer through the processes of sowing, cultivating and
harvesting, is instrumental in changing the elements of nature into grain, of
adding form utility; it is transported over the roads and railways to
elevators, thus is added place utility; it is there stored until needed thereby
the third or time utility is attached. In the illustration just given wheat stored
in the bin is considered the finished product. But a finished product of one
productive activity may be the raw product of another. For instance, the
wheat is taken from the bin and ground into flour, the flour transported to
the place of storage, and held as a finished product until it is wanted by
another productive activity in which the flour is the raw product. The baker
takes the raw product, flour, molds and bakes it into bread, which is held by
the merchant for sale. The wheat thus has passed through the three
productive processes three different times. Other things may have passed
through more before the final consumptive process occurs.
Production is very commonly thought of as being only the first one of the
three operations, but the changes brought about by the transporter and the
merchant are productive of economic wealth through the application of
human physical and mental efforts hence are as truly a part of production as
is the first operation.
The factors which enter into production are by some economists given as
nature and labor, by others as land, labor, and capital. Under nature or land
Page 257
are included all natural elements, external to man, such as the forces of
cohesion, gravitation, of moving air and water, and also the stored-up riches
of nature. Under labor are placed all those things or utilities which have
been added by the application of human endeavor, either mental or physical.
Physical strength in and of itself is not sufficient, for the productive output
increases with mental strength. The ox or the horse is capable of exerting
greater physical force than is man, but without the guiding, directing force
of man’s mind it would produce nothing. Moral qualifications are also
placed under the general heading “labor” as they affect production.
Temperance, dependability, prudence, frugality, etc., have in them
productive elements of importance the same as the intellectual
qualifications of quick perception, alertness, imagination reason and
judgment.
Capital has been frequently defined as stored-up labor. It is the finished
product of some previous effort, but as wheat and flour may be considered
as intermediate products between nature and bread, so capital may be
looked upon as an intermediate product between nature and more labor
necessary to produce anew. “Its own origin, its existence, its subsequent
action are nothing but stages in the continuous working of the true
elements, nature and labor.”[188] Capital—raw materials, tools, machines,
buildings, equipment, means for transportation and selling, stored products
—is absolutely essential to more production, hence may be considered as an
independent factor, although it may have been the product of previous labor
allied to natural powers.
From what has been said it will be readily seen that transportation and
marketing (selling) are a part of the process of production. Transportation
can be divided into two classes: primary, transportation upon the public
roads; and secondary, transportation on railroads, canals, steamboats and
steamships. Marketing is likewise divided into two classes: wholesaling and
retailing. The wholesaler buys goods in quantity from the manufacturer and
sells them to the jobber who in turn sells them to the retailer. The jobber
usually divides the larger purchased quantities into smaller or job lots in any
quantity suitable to the retailer. The wholesaler and the jobber may be
combined into one individual or firm. The jobber will, usually, not sell
directly to the consumer; he sells only to retailers. The retailers frequently
have a sort of “gentlemen’s” agreement with the jobber not to buy directly
from the producer. This sort of complicated machinery often involves more
cohesion, gravitation, of moving air and water, and also the stored-up riches
of nature. Under labor are placed all those things or utilities which have
been added by the application of human endeavor, either mental or physical.
Physical strength in and of itself is not sufficient, for the productive output
increases with mental strength. The ox or the horse is capable of exerting
greater physical force than is man, but without the guiding, directing force
of man’s mind it would produce nothing. Moral qualifications are also
placed under the general heading “labor” as they affect production.
Temperance, dependability, prudence, frugality, etc., have in them
productive elements of importance the same as the intellectual
qualifications of quick perception, alertness, imagination reason and
judgment.
Capital has been frequently defined as stored-up labor. It is the finished
product of some previous effort, but as wheat and flour may be considered
as intermediate products between nature and bread, so capital may be
looked upon as an intermediate product between nature and more labor
necessary to produce anew. “Its own origin, its existence, its subsequent
action are nothing but stages in the continuous working of the true
elements, nature and labor.”[188] Capital—raw materials, tools, machines,
buildings, equipment, means for transportation and selling, stored products
—is absolutely essential to more production, hence may be considered as an
independent factor, although it may have been the product of previous labor
allied to natural powers.
From what has been said it will be readily seen that transportation and
marketing (selling) are a part of the process of production. Transportation
can be divided into two classes: primary, transportation upon the public
roads; and secondary, transportation on railroads, canals, steamboats and
steamships. Marketing is likewise divided into two classes: wholesaling and
retailing. The wholesaler buys goods in quantity from the manufacturer and
sells them to the jobber who in turn sells them to the retailer. The jobber
usually divides the larger purchased quantities into smaller or job lots in any
quantity suitable to the retailer. The wholesaler and the jobber may be
combined into one individual or firm. The jobber will, usually, not sell
directly to the consumer; he sells only to retailers. The retailers frequently
have a sort of “gentlemen’s” agreement with the jobber not to buy directly
from the producer. This sort of complicated machinery often involves more
Page 258
expense than direct trading. After each of the transactions mentioned there
is usually a change of place and a waiting in store.
Grain Exchanges. —In the grain business there has been developed a
great system of selling through commission merchants, that is, the selling
agents take commissions on the sales for their remuneration. A limited
number of the commission merchants of a particular city organize
themselves into incorporated bodies for the purpose of providing
themselves with houses and facilities for doing business and establishing
rules for the transaction of the same. Such organizations with places of
doing business are known as Grain Exchanges or Boards of Trade. The
Board of Trade of Chicago, the most noted grain market in the world, was
established in 1846.
Mr. Vincent of the Omaha Grain Exchange explains the matter as
follows:[189]
Suppose that a group of twenty-five mule breeders in Missouri came to Omaha to sell several
hundred mules, and buyers assemble from several states. The mule dealers find a vacant lot in a
convenient locality and secure permission to use it temporarily. It is the mule market, or mule
exchange. The buyers and sellers meet and dicker, each trying to secure the best bargain he can.
Every purchase or sale is an individual transaction—between one seller and one buyer. The vacant lot
or “mule exchange” has nothing to do in the transaction—it occupies no place in the trade. It is
simply the location where the traders gather for their own convenience. If the traders hire a clerk to
act for all in settling the trades and collecting the money, it is simply because the clerk has the
knowledge of a technical nature not possessed by all traders and his employment is a convenience to
all concerned. He represents the individual traders and not the mule market.
Now translate mules into cars of grain and the “vacant lot” into a board of trade building erected
for the convenience of traders engaged in a permanent business. The transactions held on the board
of trade are the individual trades between the individual seller and buyers, just the same as in the
mule market. The board of trade is simply the location where buyers come to meet sellers (or their
agents the commission men.)
Vincent’s theory that the board of trade is the “location where” is hardly
inclusive enough, for only a favored few who have “purchased seats” or are
stockholders of the incorporation are privileged to buy and sell on the board
of trade, that is, are a part of an organization known as a board of trade. His
own pamphlet states that he is a “Member of the Omaha Grain Exchange.”
Vincent defines a commission merchant as “the agent of men (1) who do
not have enough grain to sell so they can afford the time and expense to
come with the grain so as personally to make the sale, and (2) who would
be meeting strangers and who would not know which of the buyers might
want the particular kind or grade he might have for sale.” He contends that
it is not only an economy to the seller to employ the services of the
is usually a change of place and a waiting in store.
Grain Exchanges. —In the grain business there has been developed a
great system of selling through commission merchants, that is, the selling
agents take commissions on the sales for their remuneration. A limited
number of the commission merchants of a particular city organize
themselves into incorporated bodies for the purpose of providing
themselves with houses and facilities for doing business and establishing
rules for the transaction of the same. Such organizations with places of
doing business are known as Grain Exchanges or Boards of Trade. The
Board of Trade of Chicago, the most noted grain market in the world, was
established in 1846.
Mr. Vincent of the Omaha Grain Exchange explains the matter as
follows:[189]
Suppose that a group of twenty-five mule breeders in Missouri came to Omaha to sell several
hundred mules, and buyers assemble from several states. The mule dealers find a vacant lot in a
convenient locality and secure permission to use it temporarily. It is the mule market, or mule
exchange. The buyers and sellers meet and dicker, each trying to secure the best bargain he can.
Every purchase or sale is an individual transaction—between one seller and one buyer. The vacant lot
or “mule exchange” has nothing to do in the transaction—it occupies no place in the trade. It is
simply the location where the traders gather for their own convenience. If the traders hire a clerk to
act for all in settling the trades and collecting the money, it is simply because the clerk has the
knowledge of a technical nature not possessed by all traders and his employment is a convenience to
all concerned. He represents the individual traders and not the mule market.
Now translate mules into cars of grain and the “vacant lot” into a board of trade building erected
for the convenience of traders engaged in a permanent business. The transactions held on the board
of trade are the individual trades between the individual seller and buyers, just the same as in the
mule market. The board of trade is simply the location where buyers come to meet sellers (or their
agents the commission men.)
Vincent’s theory that the board of trade is the “location where” is hardly
inclusive enough, for only a favored few who have “purchased seats” or are
stockholders of the incorporation are privileged to buy and sell on the board
of trade, that is, are a part of an organization known as a board of trade. His
own pamphlet states that he is a “Member of the Omaha Grain Exchange.”
Vincent defines a commission merchant as “the agent of men (1) who do
not have enough grain to sell so they can afford the time and expense to
come with the grain so as personally to make the sale, and (2) who would
be meeting strangers and who would not know which of the buyers might
want the particular kind or grade he might have for sale.” He contends that
it is not only an economy to the seller to employ the services of the
Page 259
commission merchant but that it is necessary to have the selling done by
some one “who knows who the buyers are in the various lines—corn, oats,
barley, and wheat of the different kinds and qualities,” and who knows “the
inspection rules and sees that the grain is properly graded—in short” one
who “does for his employer, or principal, all those things that he would do
for himself if he were in the central market and acquainted with the
buyers.”
Vincent upholds the custom of dealing in futures, as it furnishes a sort of
insurance to the legitimate dealer in grain. When the local dealer buys, say,
10,000 bushels of wheat which by ordinary methods of business may
require from two to four weeks to get to the terminal marketing point, he at
the same time sells on board of trade 10,000 bushels for future delivery,
thus “hedging” the purchase. If wheat goes up he gains on the actual wheat
in transit but loses on his hedge. If wheat goes down he loses on the 10,000
bushels in transit, but gains on his hedge; thus, either way, the one
transaction balances the other so there is no gain, and no loss, except the
cost of the hedge, and hence no speculation. Hedging is, in short, a sort of
insurance that protects the dealer should the price of grain fall between the
time he purchased it and the time of selling it at the terminal. The process of
hedging when honestly carried on is a stabilizing operation and according to
Vincent “effects the commercial transfers of grain from farmer to miller at a
less expense than is involved in the marketing of any other product of
human endeavor—at less expense than would be possible if grain
merchants alone carried all the risk—the speculation.”
Coöperative Marketing. —Coöperative marketing associations and the
intermediate dealer, that is a man who buys directly from the producer and
resells to other purchasers, are said to have two points of superiority over
the commission merchant: (a) The care and solicitude of the owner replaces
the zeal of the agent; (b) by combining the products of many they are able
to handle large quantities and thus secure better shipping rates, and take
advantage of other benefits of quantity business. The farmer or local dealer,
or coöperative association, ships to the commission merchant only in
carload lots. The freight charge, nowadays, no matter what the custom may
have been in the past, is the same whether one or a dozen cars are shipped
at a time. There may be some favoritism in the securing of cars when asked
for by the large shipper. The inspection charges are fixed by law. The
commission merchant’s fee is a percentage of the sale and thoroughly
some one “who knows who the buyers are in the various lines—corn, oats,
barley, and wheat of the different kinds and qualities,” and who knows “the
inspection rules and sees that the grain is properly graded—in short” one
who “does for his employer, or principal, all those things that he would do
for himself if he were in the central market and acquainted with the
buyers.”
Vincent upholds the custom of dealing in futures, as it furnishes a sort of
insurance to the legitimate dealer in grain. When the local dealer buys, say,
10,000 bushels of wheat which by ordinary methods of business may
require from two to four weeks to get to the terminal marketing point, he at
the same time sells on board of trade 10,000 bushels for future delivery,
thus “hedging” the purchase. If wheat goes up he gains on the actual wheat
in transit but loses on his hedge. If wheat goes down he loses on the 10,000
bushels in transit, but gains on his hedge; thus, either way, the one
transaction balances the other so there is no gain, and no loss, except the
cost of the hedge, and hence no speculation. Hedging is, in short, a sort of
insurance that protects the dealer should the price of grain fall between the
time he purchased it and the time of selling it at the terminal. The process of
hedging when honestly carried on is a stabilizing operation and according to
Vincent “effects the commercial transfers of grain from farmer to miller at a
less expense than is involved in the marketing of any other product of
human endeavor—at less expense than would be possible if grain
merchants alone carried all the risk—the speculation.”
Coöperative Marketing. —Coöperative marketing associations and the
intermediate dealer, that is a man who buys directly from the producer and
resells to other purchasers, are said to have two points of superiority over
the commission merchant: (a) The care and solicitude of the owner replaces
the zeal of the agent; (b) by combining the products of many they are able
to handle large quantities and thus secure better shipping rates, and take
advantage of other benefits of quantity business. The farmer or local dealer,
or coöperative association, ships to the commission merchant only in
carload lots. The freight charge, nowadays, no matter what the custom may
have been in the past, is the same whether one or a dozen cars are shipped
at a time. There may be some favoritism in the securing of cars when asked
for by the large shipper. The inspection charges are fixed by law. The
commission merchant’s fee is a percentage of the sale and thoroughly
Page 260
regulated by custom and the rules of the grain exchange. The commission
merchant being acquainted with buyers can usually place all grain the day it
is received, so the advantage, if any, of an intermediate dealer are more in
name than in reality.
With the idea of eliminating some of the cost of marketing coöperative
associations have sprung up over the whole country. While there are many
advantages of coöperation, such as by pooling interests, larger quantities
can be handled in one bulk, thus getting any advantage that might come in
freight rates. Also where large quantities are collected it is practically
always possible to take care of buyers; or, the agency may know where to
find buyers when an individual would not. The buyer for overseas exports
wants to get his grain in as large lots as possible to reduce handling charges.
The association usually has facilities to examine and separate the grain or
other commodities into the several grades, and the buyer can rely on the
grade being as stated by the seller. In the case of some perishable goods,
such as fruit, the association advertises freely, spreading the cost over many
raisers, and creating a desire on the part of consumers for the association’s
named brand of fruit. “Sunkist” lemons and oranges and “Sun Maid” raisins
are household words due to extensive advertising by their respective
coöperative associations. Coöperative associations purchase from non-
members and profits on these purchases go to the association and in due
time are distributed to its members. The California Fruit Growers’
Exchange advertises itself as “A non-profit coöperative organization of
10,500 growers.” The object of all such associations is two-fold: (1) To
decrease the cost and trouble of marketing, and (2) to increase the common
desire for their products. Both of which will tend to increase the grower’s
profits.
The grain merchant, whether in business as a dealer for himself, or a
coöperative concern must have an elevator, or place, where the grain may
be collected and prepared for the larger market. Fruit dealers have houses
for the collection and care of the fruit. Since these commodities are
collected a little from one, a little from another, or for ripening, grading, or
other purposes, they must be kept usually several days before the car is
loaded. After it is loaded there is quite a little time before it reaches its
destination. During this time there is money invested in these products, that
is, capital is required. The local banker is called upon to help finance the
purchases. The elevator company or fruit company has some capital, he
merchant being acquainted with buyers can usually place all grain the day it
is received, so the advantage, if any, of an intermediate dealer are more in
name than in reality.
With the idea of eliminating some of the cost of marketing coöperative
associations have sprung up over the whole country. While there are many
advantages of coöperation, such as by pooling interests, larger quantities
can be handled in one bulk, thus getting any advantage that might come in
freight rates. Also where large quantities are collected it is practically
always possible to take care of buyers; or, the agency may know where to
find buyers when an individual would not. The buyer for overseas exports
wants to get his grain in as large lots as possible to reduce handling charges.
The association usually has facilities to examine and separate the grain or
other commodities into the several grades, and the buyer can rely on the
grade being as stated by the seller. In the case of some perishable goods,
such as fruit, the association advertises freely, spreading the cost over many
raisers, and creating a desire on the part of consumers for the association’s
named brand of fruit. “Sunkist” lemons and oranges and “Sun Maid” raisins
are household words due to extensive advertising by their respective
coöperative associations. Coöperative associations purchase from non-
members and profits on these purchases go to the association and in due
time are distributed to its members. The California Fruit Growers’
Exchange advertises itself as “A non-profit coöperative organization of
10,500 growers.” The object of all such associations is two-fold: (1) To
decrease the cost and trouble of marketing, and (2) to increase the common
desire for their products. Both of which will tend to increase the grower’s
profits.
The grain merchant, whether in business as a dealer for himself, or a
coöperative concern must have an elevator, or place, where the grain may
be collected and prepared for the larger market. Fruit dealers have houses
for the collection and care of the fruit. Since these commodities are
collected a little from one, a little from another, or for ripening, grading, or
other purposes, they must be kept usually several days before the car is
loaded. After it is loaded there is quite a little time before it reaches its
destination. During this time there is money invested in these products, that
is, capital is required. The local banker is called upon to help finance the
purchases. The elevator company or fruit company has some capital, he
Page 261
depends upon borrowing for more. The banks when commodities are freely
moving are frequently severely taxed to furnish the required money for the
movement of crops. The banks at the terminal markets are also stressed for
they are furnishing money to the buyers there, and the export commodities
are paid for by money from abroad. So that many financial institutions are
intimately interested in the crop movement capital.
Whenever a local dealer consigns a car load of wheat to a responsible
merchant he can deposit the bill of lading with his banker and draw upon
the merchant for some 90 per cent of the value of the grain, providing the
dealer has hedged so that there is no chance of loss. The banker will honor
the dealer’s checks and hold the credit of the merchant as collateral.
When grain or other food commodities have been stored the warehouse
receipt is considered the best possible collateral for bank loans. Mr. Forgan,
president of the National City Bank of Chicago, is quoted as saying:[190] “I
have seen the time more than once when high-class stocks and bonds, and
even government bonds, could not readily be sold, but I have never seen the
time, nor do I ever expect to see it, when anything that has to be eaten could
not be sold.” The warehouse receipts, therefore, above alluded to, constitute
a collateral which is always available for the payment of debts.
Furthermore, if the grain or provisions represented by the warehouse
receipts are sold for future delivery, that fact adds a great element of
strength to the loan, because there is a third party obligated to take the grain
at a certain time for a given price.... The sale for future delivery—the
‘hedge’—is the final link in the chain that makes such loans the best in the
world.”
It has been shown that in the production of grain or other farm
commodities the three elements, change in form, change in place, and
potential change in time enter; while the factors entering are, nature, labor,
and capital. These all must be present no matter which method of procedure
is followed in the marketing. The cost of marketing must always be counted
in the cost of production. A decrease in the cost of any element or factor
will of course have its effect on the cost of the whole process. For example,
it is claimed by grain merchants that where there is an opportunity to hedge
there is less risk and consequently the profits of the middlemen may be less
thus decreasing the cost of production.
To get a concrete example of what part transportation bears in marketing
the following analysis is made:
moving are frequently severely taxed to furnish the required money for the
movement of crops. The banks at the terminal markets are also stressed for
they are furnishing money to the buyers there, and the export commodities
are paid for by money from abroad. So that many financial institutions are
intimately interested in the crop movement capital.
Whenever a local dealer consigns a car load of wheat to a responsible
merchant he can deposit the bill of lading with his banker and draw upon
the merchant for some 90 per cent of the value of the grain, providing the
dealer has hedged so that there is no chance of loss. The banker will honor
the dealer’s checks and hold the credit of the merchant as collateral.
When grain or other food commodities have been stored the warehouse
receipt is considered the best possible collateral for bank loans. Mr. Forgan,
president of the National City Bank of Chicago, is quoted as saying:[190] “I
have seen the time more than once when high-class stocks and bonds, and
even government bonds, could not readily be sold, but I have never seen the
time, nor do I ever expect to see it, when anything that has to be eaten could
not be sold.” The warehouse receipts, therefore, above alluded to, constitute
a collateral which is always available for the payment of debts.
Furthermore, if the grain or provisions represented by the warehouse
receipts are sold for future delivery, that fact adds a great element of
strength to the loan, because there is a third party obligated to take the grain
at a certain time for a given price.... The sale for future delivery—the
‘hedge’—is the final link in the chain that makes such loans the best in the
world.”
It has been shown that in the production of grain or other farm
commodities the three elements, change in form, change in place, and
potential change in time enter; while the factors entering are, nature, labor,
and capital. These all must be present no matter which method of procedure
is followed in the marketing. The cost of marketing must always be counted
in the cost of production. A decrease in the cost of any element or factor
will of course have its effect on the cost of the whole process. For example,
it is claimed by grain merchants that where there is an opportunity to hedge
there is less risk and consequently the profits of the middlemen may be less
thus decreasing the cost of production.
To get a concrete example of what part transportation bears in marketing
the following analysis is made:
Page 262
Elements Entering into the Cost of Marketing Wheat Grown in Kansas or Nebraska
Cents per
Farm Expense bushel
Loading 0.25
If sacked, add about 5 cents per bushel.
Highway Haulage
A bulletin of the Bureau of Crop Estimates, U. S. Department of
Agriculture gives the cost at 30 cents per ton-mile when horses are used
and 15 cents per ton-mile by motor-car, the average distance being 9.4
miles, rough average, say 6.00 6.25
Total cost of getting to local market 6.25
Local Elevator
Unloading, storage, cleaning, and mixing, shrinkage. Overhead—interest
on investment, taxes, insurance, office expense, depreciation, repairs,
hired help, etc., and profit 3.00 3.00
Total cost up to the commission merchant 9.25
Freight
Terminal and hauling charge 16.00
Inspection and weighing at terminal .25
Profit of commission merchant 1.25 17.50
Total cost up to the exporter 26.75
Exporter’s cost
Elevation, loading into boat, etc. 1.25
Ocean freight (very variable), say 6.00
Insurance, leakage, etc., in transit .75
Overhead expenses of exporter 1.00
Profit of exporter 1.25 10.25
Total to Liverpool market 37.00
The above would indicate that if all wheat were shipped to Liverpool the
local price in Nebraska or Kansas should be about 27 cents per bushel
below the New York price and 37 cents below the Liverpool price. As a
matter of fact the Omaha and Kansas City prices are frequently equal to or
exceed the New York prices because there is quite a large local demand for
wheat from the mills of the Middle West. It is said nearly one-half the
Kansas wheat is milled in that state.
Highway Transportation from Farm to Local Market. —The table
indicates that the highway transportation amounts to about 6 cents per
bushel. Had the cost been based on all team hauling it would have been 81⁄2
cents; on truck hauling, 41⁄4 cents. The grand total cost of production would
be the
Cents per
Farm Expense bushel
Loading 0.25
If sacked, add about 5 cents per bushel.
Highway Haulage
A bulletin of the Bureau of Crop Estimates, U. S. Department of
Agriculture gives the cost at 30 cents per ton-mile when horses are used
and 15 cents per ton-mile by motor-car, the average distance being 9.4
miles, rough average, say 6.00 6.25
Total cost of getting to local market 6.25
Local Elevator
Unloading, storage, cleaning, and mixing, shrinkage. Overhead—interest
on investment, taxes, insurance, office expense, depreciation, repairs,
hired help, etc., and profit 3.00 3.00
Total cost up to the commission merchant 9.25
Freight
Terminal and hauling charge 16.00
Inspection and weighing at terminal .25
Profit of commission merchant 1.25 17.50
Total cost up to the exporter 26.75
Exporter’s cost
Elevation, loading into boat, etc. 1.25
Ocean freight (very variable), say 6.00
Insurance, leakage, etc., in transit .75
Overhead expenses of exporter 1.00
Profit of exporter 1.25 10.25
Total to Liverpool market 37.00
The above would indicate that if all wheat were shipped to Liverpool the
local price in Nebraska or Kansas should be about 27 cents per bushel
below the New York price and 37 cents below the Liverpool price. As a
matter of fact the Omaha and Kansas City prices are frequently equal to or
exceed the New York prices because there is quite a large local demand for
wheat from the mills of the Middle West. It is said nearly one-half the
Kansas wheat is milled in that state.
Highway Transportation from Farm to Local Market. —The table
indicates that the highway transportation amounts to about 6 cents per
bushel. Had the cost been based on all team hauling it would have been 81⁄2
cents; on truck hauling, 41⁄4 cents. The grand total cost of production would
be the
Page 263
Cost of growing;
Cost of transportation;
Cost of marketing.
Taking up only the transportation from the farm to the local market point,
the question arises, what, if any, effect would a change in it have on the
character and amount of farm production?
Let there be considered a zone around a local market point; suppose the
width of this zone limited the distance from the market at which wheat can
be grown profitably when the hauling is all done by horses. Since it can,
according to government authority, be hauled at half the cost by motor
truck, other things being equal, the zone of profitable productions would be
widened to twice its former width with no greater expense to the wheat
grower. Or, looking at it another way, the size of the farm could be
somewhat lessened and the farmer still make the same gross sum on his
crop. This latter would allow a few more people to live in the same territory
as formerly. If again by means of paved roads the cost was further reduced
one-half the zone could again be doubled; it is then four times its original
width. Also, since a living could be made on smaller farms the tendency
would be to increase the rural population. But it is not likely that all farmers
under increased advantages would continue to raise wheat. Other crops,
more perishable but more profitable, would venture forth.
Such perishable crops as vegetables, head lettuce, tomatoes, cucumbers,
cantaloupes, watermelons, etc., require dependable marketing facilities.
They must be harvested and put on the market at just the right time or they
deteriorate in quality and price very rapidly. Crops that could be hauled by
team only 4 or 5 miles could be hauled by truck over a hard road easily 20
miles. Near the large cities truck gardeners by virtue of the truck and the
good roads have been able to go out 15 to 20 miles and secure land at a very
much lower rent, or purchase it on an amortization scheme at no more
annual expense for double or treble the amount of land than they formerly
paid in rent near the city for the smaller tract. According to Norton outside
the large cities of the East market gardening extends back 25 to 30 miles.
That it is not uncommon to haul vegetables to market in trucks 40 miles,
and that a New Jersey fruit farmer was accustomed to make a 65-mile trip
daily to market his fruit in New York City.[191]
Likewise small fruit farming. One acre of land highly cultivated this year,
1922, produced more than $1000 worth of strawberries, which were
Cost of transportation;
Cost of marketing.
Taking up only the transportation from the farm to the local market point,
the question arises, what, if any, effect would a change in it have on the
character and amount of farm production?
Let there be considered a zone around a local market point; suppose the
width of this zone limited the distance from the market at which wheat can
be grown profitably when the hauling is all done by horses. Since it can,
according to government authority, be hauled at half the cost by motor
truck, other things being equal, the zone of profitable productions would be
widened to twice its former width with no greater expense to the wheat
grower. Or, looking at it another way, the size of the farm could be
somewhat lessened and the farmer still make the same gross sum on his
crop. This latter would allow a few more people to live in the same territory
as formerly. If again by means of paved roads the cost was further reduced
one-half the zone could again be doubled; it is then four times its original
width. Also, since a living could be made on smaller farms the tendency
would be to increase the rural population. But it is not likely that all farmers
under increased advantages would continue to raise wheat. Other crops,
more perishable but more profitable, would venture forth.
Such perishable crops as vegetables, head lettuce, tomatoes, cucumbers,
cantaloupes, watermelons, etc., require dependable marketing facilities.
They must be harvested and put on the market at just the right time or they
deteriorate in quality and price very rapidly. Crops that could be hauled by
team only 4 or 5 miles could be hauled by truck over a hard road easily 20
miles. Near the large cities truck gardeners by virtue of the truck and the
good roads have been able to go out 15 to 20 miles and secure land at a very
much lower rent, or purchase it on an amortization scheme at no more
annual expense for double or treble the amount of land than they formerly
paid in rent near the city for the smaller tract. According to Norton outside
the large cities of the East market gardening extends back 25 to 30 miles.
That it is not uncommon to haul vegetables to market in trucks 40 miles,
and that a New Jersey fruit farmer was accustomed to make a 65-mile trip
daily to market his fruit in New York City.[191]
Likewise small fruit farming. One acre of land highly cultivated this year,
1922, produced more than $1000 worth of strawberries, which were
Page 264
brought to the railway station every day on a small truck a distance of 15
miles. Raspberries and blackberries will give almost as good returns.
Vegetables of all kinds, and cantaloupes and watermelons in favorable
localities, will probably bring larger returns. Even potatoes sometimes give
a gross return of from $100 to $300 per acre.
It should be remembered that in every case there must be a keen, avid
market and adequate transportation facilities. The market, since more than
half the people of the United States live in the cities, is likely to be
sufficient if the marketing machinery is ample and properly functioning.
Horse-drawn wagons may answer the purpose in some places, in others the
motor truck, but other crops cannot be marketed without access to the steam
railway. For instance, could trucks carry cantaloupes from the Imperial
Valley in California to New York City? This requires the steam railway and
refrigerator cars drawn in rapid trains. The trucks will greatly widen the
zone of cantaloupe culture near the shipping point. The same may be said of
citrus fruits from Florida and California, tomatoes and watermelons from
Texas, plums from Idaho, apples from Washington, grapes from New York
and Michigan, and, indeed, some product from nearly every state of the
Union, to say nothing of the non-perishable products.
Stock Raising. —Marketing facilities and road transportation is greatly
changing the character of stock raising. Not so very many years ago the
great western plains were covered with large herds of cattle whose owners
and caretakers were known as ranchers. The ranch usually consisted of the
owner’s residence, which he also used as an office, sleeping and eating
quarters for the cowboys, a corral or two for the horses and possibly cattle
during the round-up and branding season, though this latter was usually on
the open. The cattle ranged and fed upon the wild grass, the cowboys riding
around the bunch daily in order to keep track of them. The round-up was
held in the late summer while the calves were still running with their
mothers and could be identified. The cattle of several ranches ran together
and at branding periods had to be cut out—separated. Then the unbranded
calves and mavericks were roped, thrown and branded; the bull calves were
altered and the herd again turned loose upon the prairies. A little later in the
fall they were again rounded-up and those to be sold selected and cut out.
These were driven to the nearest railway track and shipped to market,
sometimes a train load from one shipping point. During the winter season
and in violent storms there were many hardships as well as loss of cattle.
miles. Raspberries and blackberries will give almost as good returns.
Vegetables of all kinds, and cantaloupes and watermelons in favorable
localities, will probably bring larger returns. Even potatoes sometimes give
a gross return of from $100 to $300 per acre.
It should be remembered that in every case there must be a keen, avid
market and adequate transportation facilities. The market, since more than
half the people of the United States live in the cities, is likely to be
sufficient if the marketing machinery is ample and properly functioning.
Horse-drawn wagons may answer the purpose in some places, in others the
motor truck, but other crops cannot be marketed without access to the steam
railway. For instance, could trucks carry cantaloupes from the Imperial
Valley in California to New York City? This requires the steam railway and
refrigerator cars drawn in rapid trains. The trucks will greatly widen the
zone of cantaloupe culture near the shipping point. The same may be said of
citrus fruits from Florida and California, tomatoes and watermelons from
Texas, plums from Idaho, apples from Washington, grapes from New York
and Michigan, and, indeed, some product from nearly every state of the
Union, to say nothing of the non-perishable products.
Stock Raising. —Marketing facilities and road transportation is greatly
changing the character of stock raising. Not so very many years ago the
great western plains were covered with large herds of cattle whose owners
and caretakers were known as ranchers. The ranch usually consisted of the
owner’s residence, which he also used as an office, sleeping and eating
quarters for the cowboys, a corral or two for the horses and possibly cattle
during the round-up and branding season, though this latter was usually on
the open. The cattle ranged and fed upon the wild grass, the cowboys riding
around the bunch daily in order to keep track of them. The round-up was
held in the late summer while the calves were still running with their
mothers and could be identified. The cattle of several ranches ran together
and at branding periods had to be cut out—separated. Then the unbranded
calves and mavericks were roped, thrown and branded; the bull calves were
altered and the herd again turned loose upon the prairies. A little later in the
fall they were again rounded-up and those to be sold selected and cut out.
These were driven to the nearest railway track and shipped to market,
sometimes a train load from one shipping point. During the winter season
and in violent storms there were many hardships as well as loss of cattle.
Page 265
The cowboys also had to be on the lookout for “rustlers”—thieves who
stole the cattle outright, branded unbranded mavericks they knew did not
belong to them, or mutilated brands by placing their own over the rightful
one.
Meat from these more or less wild, grass-fed animals was seldom better
than second class, and never brought on the market the equal of corn-fed
cattle. However, they did furnish a reasonably cheap food and kept down
the price of meat.
Along with better roads and markets came a demand for other products;
land that furnished the open range was fenced in, and later subdivided into
farms upon which were raised grain, hogs, poultry, and perhaps a few cattle.
Dairying in many places took the place of stock raising. No longer were the
animals driven to market on the hoof. They were fattened upon grain and
hay and carried to market in wagons and trucks. Hogs replaced cattle. The
turnover is more frequent and they do well on maize, requiring no hay or
straw except perhaps a very little for bedding. The corn fed to hogs usually
brings about twice as much a bushel as that sold to the dealer.
Since about 12 to 15 miles is the greatest distance hogs may with profit
be hauled to market in horse-drawn wagons on dirt roads, there grew up at
every small railway station a stock market. The railway company provided
stockyards, a series of pens with a chute for loading. The dealers bought
from the farmers and placed their animals in the railway pens until a car
load was obtained, when they were sent on to the packing house located in
one of the large cities. Therefore, between the farmer and the packer there
were at least two middlemen, the local dealer and the commission merchant
at the terminal stock yards which are nominally under a different
corporation than the packing houses.
With the good roads and the motor truck has come much marketing
directly by the farmer at the packing-house yards. The Firestone Ship by
Truck Bureau, a subsidiary organization of the Firestone Tire and Rubber
Company of Akron, Ohio, made a careful study of the use of the truck in
marketing live stock, and in 1921 issued a bulletin thereon.[192] A detailed
showing of the marketing of animals at St. Joseph, Omaha, Cincinnati, and
Indianapolis is given. From that bulletin will be copied some statistics and
other information that may be of interest. Those wishing the full discussion
should write for the bulletin.
stole the cattle outright, branded unbranded mavericks they knew did not
belong to them, or mutilated brands by placing their own over the rightful
one.
Meat from these more or less wild, grass-fed animals was seldom better
than second class, and never brought on the market the equal of corn-fed
cattle. However, they did furnish a reasonably cheap food and kept down
the price of meat.
Along with better roads and markets came a demand for other products;
land that furnished the open range was fenced in, and later subdivided into
farms upon which were raised grain, hogs, poultry, and perhaps a few cattle.
Dairying in many places took the place of stock raising. No longer were the
animals driven to market on the hoof. They were fattened upon grain and
hay and carried to market in wagons and trucks. Hogs replaced cattle. The
turnover is more frequent and they do well on maize, requiring no hay or
straw except perhaps a very little for bedding. The corn fed to hogs usually
brings about twice as much a bushel as that sold to the dealer.
Since about 12 to 15 miles is the greatest distance hogs may with profit
be hauled to market in horse-drawn wagons on dirt roads, there grew up at
every small railway station a stock market. The railway company provided
stockyards, a series of pens with a chute for loading. The dealers bought
from the farmers and placed their animals in the railway pens until a car
load was obtained, when they were sent on to the packing house located in
one of the large cities. Therefore, between the farmer and the packer there
were at least two middlemen, the local dealer and the commission merchant
at the terminal stock yards which are nominally under a different
corporation than the packing houses.
With the good roads and the motor truck has come much marketing
directly by the farmer at the packing-house yards. The Firestone Ship by
Truck Bureau, a subsidiary organization of the Firestone Tire and Rubber
Company of Akron, Ohio, made a careful study of the use of the truck in
marketing live stock, and in 1921 issued a bulletin thereon.[192] A detailed
showing of the marketing of animals at St. Joseph, Omaha, Cincinnati, and
Indianapolis is given. From that bulletin will be copied some statistics and
other information that may be of interest. Those wishing the full discussion
should write for the bulletin.
Page 266
Tables are given which “show that at each yard the driven-in receipts
during the years 1918, 1919, and 1920 were very much in excess of those of
1917. Of the total receipts (the tables give them each month of the four
years) of driven-in hogs at the St. Joseph yards in 1917 approximately 10
per cent were hauled to the yards by motor truck. While the driven-in hog
receipts at the same yard during 1918 were twice those of 1917, 40 per cent
of this total was driven by truck. In 1920, 60 per cent of driven-in hog
receipts were truck hauled. The St. Joseph figures clearly indicate that the
truck movement commenced about 1917 and that each of the following
years have witnessed decided increases.
“At Omaha truck-hauled receipts appear to have commenced earlier than
at St. Joseph; for during the years 1917 and 1918 the best estimates placed
the truck-hauled receipts about 90 per cent of the total driven-in receipts,
while the year 1919 amounted to 95 per cent of the total driven-in receipts.
In 1920 virtually all driven-in receipts were truck-hauled.
“At Cincinnati in the year 1918 more than 90 per cent of driven-in
receipts were truck-hauled while in 1919 at least 95 per cent of all stock
delivered at this yard other than by freight car came on motor trucks. In
1920 driven-in receipts which were not truck-hauled were negligible.
“Indianapolis has shown the most conspicuous increase in truck delivered
stock of any yard in the country. During the last year more than 95 per cent
of all driven-in hogs to this yard were delivered by motor truck. It is seldom
that team equipment is seen at this yard. At both Cincinnati and
Indianapolis on an average day 100 trucks can be seen coming into the
yards, while as many as 300 trucks have been counted at Cincinnati in one
day, and as many as 450 at Indianapolis.”
From tables given in the Bulletin are extracted the following data for the
Omaha and the Indianapolis yards:
Omaha Yard
Percentage,
Driven-in Total Driven-in
Year Receipts Receipts to Total
1916 46,542 3,116,820 1.47
1917 65,922 2,796,596 2.36
1918 188,417 3,429,533 5.38
1919 179,036 3,179,116 5.64
1920 181,946 2,708,482 6.67
1921 ....... ........ ....
during the years 1918, 1919, and 1920 were very much in excess of those of
1917. Of the total receipts (the tables give them each month of the four
years) of driven-in hogs at the St. Joseph yards in 1917 approximately 10
per cent were hauled to the yards by motor truck. While the driven-in hog
receipts at the same yard during 1918 were twice those of 1917, 40 per cent
of this total was driven by truck. In 1920, 60 per cent of driven-in hog
receipts were truck hauled. The St. Joseph figures clearly indicate that the
truck movement commenced about 1917 and that each of the following
years have witnessed decided increases.
“At Omaha truck-hauled receipts appear to have commenced earlier than
at St. Joseph; for during the years 1917 and 1918 the best estimates placed
the truck-hauled receipts about 90 per cent of the total driven-in receipts,
while the year 1919 amounted to 95 per cent of the total driven-in receipts.
In 1920 virtually all driven-in receipts were truck-hauled.
“At Cincinnati in the year 1918 more than 90 per cent of driven-in
receipts were truck-hauled while in 1919 at least 95 per cent of all stock
delivered at this yard other than by freight car came on motor trucks. In
1920 driven-in receipts which were not truck-hauled were negligible.
“Indianapolis has shown the most conspicuous increase in truck delivered
stock of any yard in the country. During the last year more than 95 per cent
of all driven-in hogs to this yard were delivered by motor truck. It is seldom
that team equipment is seen at this yard. At both Cincinnati and
Indianapolis on an average day 100 trucks can be seen coming into the
yards, while as many as 300 trucks have been counted at Cincinnati in one
day, and as many as 450 at Indianapolis.”
From tables given in the Bulletin are extracted the following data for the
Omaha and the Indianapolis yards:
Omaha Yard
Percentage,
Driven-in Total Driven-in
Year Receipts Receipts to Total
1916 46,542 3,116,820 1.47
1917 65,922 2,796,596 2.36
1918 188,417 3,429,533 5.38
1919 179,036 3,179,116 5.64
1920 181,946 2,708,482 6.67
1921 ....... ........ ....
Page 267
Indianapolis Yard
Percentage,
Driven-in Total Driven-in
Year Receipts Receipts to Total
1912 110,624 1,824,260 6.06
1913 90,821 1,994,624 4.04
1914 96,521 2,099,787 4.58
1915 136,441 2,435,319 5.61
1916 173,191 2,576,611 6.74
1917 271,994 2,350,730 7.84
1918 462,313 2,749,976 16.8
1919 709,584 2,936,493 23.7
1920 787,100 2,896,894 27.2
1921 ....... ........ .....
A graphical representation shows the continuous increase of driven-in to
the total receipts. The table of percentages and the graphical representation
are not given in the bulletin. They show very clearly what happened when
the motor truck began to function in 1917. The truck has made a very much
more effective showing at Indianapolis than at Omaha. No doubt this is
because (1) the average haul at Omaha is longer; Omaha draws from a more
sparsely settled country and from longer distances; (2) the roads adjacent to
Omaha are nearly all, as yet, earth-surfaced. Only a few hard roads have
been built; (3) many of the farms in the Omaha territory are large and sell
so many animals at a time that they can easily fill one, two, or three railway
cars at a shipment. The percentage of truck-hauled stock will no doubt
continue to increase until practically all hogs within the economic radius of
truck operation are marketed by motor. When the time comes, if it ever will,
when abattoirs are established at distances no farther apart than 100 to 150
miles, making the maximum haul 50 to 75 miles, the percentage of stock
handled by the railroads to these abattoirs will be very small indeed. The
larger packing houses with the advantages of great quantity production will
still be able to reach out into the more remote districts and secure that
proportion of animals necessary to keep them going which can not be
obtained locally.
Percentage,
Driven-in Total Driven-in
Year Receipts Receipts to Total
1912 110,624 1,824,260 6.06
1913 90,821 1,994,624 4.04
1914 96,521 2,099,787 4.58
1915 136,441 2,435,319 5.61
1916 173,191 2,576,611 6.74
1917 271,994 2,350,730 7.84
1918 462,313 2,749,976 16.8
1919 709,584 2,936,493 23.7
1920 787,100 2,896,894 27.2
1921 ....... ........ .....
A graphical representation shows the continuous increase of driven-in to
the total receipts. The table of percentages and the graphical representation
are not given in the bulletin. They show very clearly what happened when
the motor truck began to function in 1917. The truck has made a very much
more effective showing at Indianapolis than at Omaha. No doubt this is
because (1) the average haul at Omaha is longer; Omaha draws from a more
sparsely settled country and from longer distances; (2) the roads adjacent to
Omaha are nearly all, as yet, earth-surfaced. Only a few hard roads have
been built; (3) many of the farms in the Omaha territory are large and sell
so many animals at a time that they can easily fill one, two, or three railway
cars at a shipment. The percentage of truck-hauled stock will no doubt
continue to increase until practically all hogs within the economic radius of
truck operation are marketed by motor. When the time comes, if it ever will,
when abattoirs are established at distances no farther apart than 100 to 150
miles, making the maximum haul 50 to 75 miles, the percentage of stock
handled by the railroads to these abattoirs will be very small indeed. The
larger packing houses with the advantages of great quantity production will
still be able to reach out into the more remote districts and secure that
proportion of animals necessary to keep them going which can not be
obtained locally.
Page 268
Showing the increase of truck-delivered hogs at Indianapolis and at Omaha.
That there is still an opportunity for increases of motor-hauled stock a
further quotation from the Firestone Bulletin will show:
“The territory served by trucks in marketing live stock is principally
within a 50-mile radius of the market center. In the course of investigation
the longest haul which came under observation was 140 miles. The average
haul on the days the investigators were at the markets was about 30 miles.
The following table gives some idea of the length of hauls at the four
different yards:
No. of Longest Shortest Average
Trucks Haul, Haul, Haul,
Yard Observed Miles Miles Miles
St. Joseph 48 100 9 27
Omaha 62 75 6 28.2
Cincinnati 40 72 3.5 28.9
Indianapolis 40 97 7 32.5
That there is still an opportunity for increases of motor-hauled stock a
further quotation from the Firestone Bulletin will show:
“The territory served by trucks in marketing live stock is principally
within a 50-mile radius of the market center. In the course of investigation
the longest haul which came under observation was 140 miles. The average
haul on the days the investigators were at the markets was about 30 miles.
The following table gives some idea of the length of hauls at the four
different yards:
No. of Longest Shortest Average
Trucks Haul, Haul, Haul,
Yard Observed Miles Miles Miles
St. Joseph 48 100 9 27
Omaha 62 75 6 28.2
Cincinnati 40 72 3.5 28.9
Indianapolis 40 97 7 32.5
Page 269
“While the average haul is 28.95 miles, most of the trucks observed in
the course of investigation use solid-tire equipment. This type of equipment
had a tendency to restrict the mileage.”
The bulletin also is authority for a statement that 91.3 per cent of the
hogs within a 50-mile circle about the Indianapolis yards are carried by
trucks, but that only 18.3 per cent at Omaha move that way, and at St.
Joseph 10.8 per cent, which indicates to them that there are still great
possibilities for the truck, especially as the truck has not come into as
extended use at many other packing centers as at the four places treated in
the bulletin.
There is no doubt but that pneumatic-tire equipment, and to a lesser
extent, the cushion-tire equipment will extend the average haul to 50 miles.
Hard-surfaced roads will again extend it 25 to 50 miles, making a haul of 75
to 100 miles not uncommon.
A further effect of the truck and the ease of marketing which it will bring
about is that hogs will be marketed in smaller quantities but oftener. The
farmer instead of turning off his marketable animals twice a year will send
them in four times a year, possibly monthly. The tendency will be to
stabilize the market over the several seasons. As yet, the stabilizing,
influence of the truck is hardly noticeable.
the course of investigation use solid-tire equipment. This type of equipment
had a tendency to restrict the mileage.”
The bulletin also is authority for a statement that 91.3 per cent of the
hogs within a 50-mile circle about the Indianapolis yards are carried by
trucks, but that only 18.3 per cent at Omaha move that way, and at St.
Joseph 10.8 per cent, which indicates to them that there are still great
possibilities for the truck, especially as the truck has not come into as
extended use at many other packing centers as at the four places treated in
the bulletin.
There is no doubt but that pneumatic-tire equipment, and to a lesser
extent, the cushion-tire equipment will extend the average haul to 50 miles.
Hard-surfaced roads will again extend it 25 to 50 miles, making a haul of 75
to 100 miles not uncommon.
A further effect of the truck and the ease of marketing which it will bring
about is that hogs will be marketed in smaller quantities but oftener. The
farmer instead of turning off his marketable animals twice a year will send
them in four times a year, possibly monthly. The tendency will be to
stabilize the market over the several seasons. As yet, the stabilizing,
influence of the truck is hardly noticeable.
Page 270
Average number of driven-in hogs marketed at Indianapolis each month; years 1917, 1918, 1919, and
1920 being averaged.
1920 being averaged.
Page 271
Average number of driven-in hogs marketed at Omaha each month; years 1917, 1918, 1919, and
1920 being averaged.
Diagrams on pages 290 and 291 show the average monthly number of
hogs received at the yards of Indianapolis and Omaha by truck; the years
1917, 1918, 1919, and 1920 being averaged. At Indianapolis, where the
roads are good the year around, the receipts from June to December are
much larger than those from December to June, the peaks occurring in
December and June. In Omaha, on the contrary, the greater number of
driven-in hogs came in the other half of the year the peaks occurring in
1920 being averaged.
Diagrams on pages 290 and 291 show the average monthly number of
hogs received at the yards of Indianapolis and Omaha by truck; the years
1917, 1918, 1919, and 1920 being averaged. At Indianapolis, where the
roads are good the year around, the receipts from June to December are
much larger than those from December to June, the peaks occurring in
December and June. In Omaha, on the contrary, the greater number of
driven-in hogs came in the other half of the year the peaks occurring in
Page 272
January and July. These may be partially accounted for, in the West, on the
theory that January 1st and March 1st are regular settlement days and
farmers arrange to meet their obligations then by selling off a batch of hogs.
They also plan to reduce the number of their hogs to the minimum during
the months of May, June, and July, so as to have few fat hogs to carry
through the hot weather. In the Eastern states the farmers seem to work on a
different basis. If the selling of live stock could be spread out uniformly
over the year prices would be more uniform. An analysis of prices on the
Chicago hog market shows that they are usually highest during the summer
months, from April to August, the months when the fewest numbers are
sold. The advantage which those crops which can be stored without
deterioration, such as grain, cotton, wool, and lumber, is manifest. The price
of meat is less fluctuating than that of live stock because meat can be kept
indefinitely in the cold storage houses at a very small expense. It is quite
likely that more good roads and a more extensive use of the truck will tend
to a better distribution of live stock marketed throughout the several seasons
of the year.
One of the principal advantages of marketing by truck is the less liability
of losses in transit. Dealers and owners often crowd too many hogs into a
freight car and as a result some smother. Or, if hogs from different farms are
placed together in a car there may be fighting, which unduly heats up the
hogs with equally dire results. It is reported that at the Chicago yards in
1918 there were removed from cars 24,785 dead hogs and in 1919, 28,356.
To be sure many of these cars came from a distance and were, perhaps,
several days on the way. But a fat hog is a delicate animal and a stream of
cold water from a hose on a hot hog will often kill him instantly.
Government figures state that one out of every 319 hogs shipped died in
transit; of cattle one out of every 998; of sheep one out of every 936. Losses
by motor, because the animals are not crowded so many together, because
they are acquainted and do not fight, because the distances traveled are
usually such that only three or four hours elapse between the times of
loading and unloading, and because the driver is always at hand to quell
disturbances and to see that there is no undue crowding, are said to be
negligible.
The local buyer at points near packing houses has almost become extinct.
These men formerly bought from the farmers and held the stock until they
had sufficient number to fill a car. Since they would often have to hold them
theory that January 1st and March 1st are regular settlement days and
farmers arrange to meet their obligations then by selling off a batch of hogs.
They also plan to reduce the number of their hogs to the minimum during
the months of May, June, and July, so as to have few fat hogs to carry
through the hot weather. In the Eastern states the farmers seem to work on a
different basis. If the selling of live stock could be spread out uniformly
over the year prices would be more uniform. An analysis of prices on the
Chicago hog market shows that they are usually highest during the summer
months, from April to August, the months when the fewest numbers are
sold. The advantage which those crops which can be stored without
deterioration, such as grain, cotton, wool, and lumber, is manifest. The price
of meat is less fluctuating than that of live stock because meat can be kept
indefinitely in the cold storage houses at a very small expense. It is quite
likely that more good roads and a more extensive use of the truck will tend
to a better distribution of live stock marketed throughout the several seasons
of the year.
One of the principal advantages of marketing by truck is the less liability
of losses in transit. Dealers and owners often crowd too many hogs into a
freight car and as a result some smother. Or, if hogs from different farms are
placed together in a car there may be fighting, which unduly heats up the
hogs with equally dire results. It is reported that at the Chicago yards in
1918 there were removed from cars 24,785 dead hogs and in 1919, 28,356.
To be sure many of these cars came from a distance and were, perhaps,
several days on the way. But a fat hog is a delicate animal and a stream of
cold water from a hose on a hot hog will often kill him instantly.
Government figures state that one out of every 319 hogs shipped died in
transit; of cattle one out of every 998; of sheep one out of every 936. Losses
by motor, because the animals are not crowded so many together, because
they are acquainted and do not fight, because the distances traveled are
usually such that only three or four hours elapse between the times of
loading and unloading, and because the driver is always at hand to quell
disturbances and to see that there is no undue crowding, are said to be
negligible.
The local buyer at points near packing houses has almost become extinct.
These men formerly bought from the farmers and held the stock until they
had sufficient number to fill a car. Since they would often have to hold them
Page 273
several days they had to buy on a wide margin to insure themselves against
loss, from 3⁄4 to 11⁄2 cents a pound. Even where the farmer does not own a
truck he can get the hogs hauled at a cost of 1⁄2 to 3⁄4 cents a pound, or a
saving of about $15 per truck load. If a return load is to be had, such as
lumber or feeders the saving will be greater. One difficulty about the return
load is the necessity of thoroughly cleaning the truck body. A shovel, a hose
with a fair pressure of water, and a hard floor upon which to stand the truck
while it is being cleaned are necessary.
Incidentally it may be mentioned that the local stockyards in the way
they are often kept are very unsanitary and certainly a nuisance as far as bad
smells are concerned as well as a menace to health.
Shrinkage. —The argument that there is less shrinkage in motor-hauled
hogs than in rail-hauled may be as a general rule true, but, according to the
Firestone Bulletin, will not net the farmer much, because buyers base the
price they are willing to pay on the dressed weight and not the live weight.
It is stated that the buyer from long experience is able to estimate with
considerable accuracy the weight at which a hog will dress, and that he
makes his price offer accordingly. The percentage loss of weight in dressing
is, of course, greater for thin than for fat hogs. By grading the hogs into
classes the buyer is enabled to discount the price paid enough to take care
of the “fill,” which is said to range from 3 to 5 pounds per hundred weight.
But notwithstanding this the fact that the animals are fresher and livelier
must have some effect on the mind of the buyer. This may be the reason for
the rapid increase of hogs received by truck at the packing houses, being as
many as 6800 in a single day at Indianapolis.
Dairying. —The use to which the motor truck has been put in other
industries is fully as important. Many industries use several hundred trucks
in their work. Creameries have already been mentioned. The very fact that
trucks make regular trips along designated routes is an invitation to the
farmers to do more dairying. If John Jones can draw from $50 to $75 a
month from the creamery for a few hours’ work each day, Henry Smith
living on the next farm is anxious to do likewise. Many good farmers find it
to their advantage in the long run to allow the women folks to have all the
poultry and creamery money while the men content themselves with the
returns from grain, livestock, woodlot, and hay land. Thus is created a
division of labor which if carried out to the limit will interest every member
of the rural family in some particular part of the farm work.
loss, from 3⁄4 to 11⁄2 cents a pound. Even where the farmer does not own a
truck he can get the hogs hauled at a cost of 1⁄2 to 3⁄4 cents a pound, or a
saving of about $15 per truck load. If a return load is to be had, such as
lumber or feeders the saving will be greater. One difficulty about the return
load is the necessity of thoroughly cleaning the truck body. A shovel, a hose
with a fair pressure of water, and a hard floor upon which to stand the truck
while it is being cleaned are necessary.
Incidentally it may be mentioned that the local stockyards in the way
they are often kept are very unsanitary and certainly a nuisance as far as bad
smells are concerned as well as a menace to health.
Shrinkage. —The argument that there is less shrinkage in motor-hauled
hogs than in rail-hauled may be as a general rule true, but, according to the
Firestone Bulletin, will not net the farmer much, because buyers base the
price they are willing to pay on the dressed weight and not the live weight.
It is stated that the buyer from long experience is able to estimate with
considerable accuracy the weight at which a hog will dress, and that he
makes his price offer accordingly. The percentage loss of weight in dressing
is, of course, greater for thin than for fat hogs. By grading the hogs into
classes the buyer is enabled to discount the price paid enough to take care
of the “fill,” which is said to range from 3 to 5 pounds per hundred weight.
But notwithstanding this the fact that the animals are fresher and livelier
must have some effect on the mind of the buyer. This may be the reason for
the rapid increase of hogs received by truck at the packing houses, being as
many as 6800 in a single day at Indianapolis.
Dairying. —The use to which the motor truck has been put in other
industries is fully as important. Many industries use several hundred trucks
in their work. Creameries have already been mentioned. The very fact that
trucks make regular trips along designated routes is an invitation to the
farmers to do more dairying. If John Jones can draw from $50 to $75 a
month from the creamery for a few hours’ work each day, Henry Smith
living on the next farm is anxious to do likewise. Many good farmers find it
to their advantage in the long run to allow the women folks to have all the
poultry and creamery money while the men content themselves with the
returns from grain, livestock, woodlot, and hay land. Thus is created a
division of labor which if carried out to the limit will interest every member
of the rural family in some particular part of the farm work.
Page 274
Without going into detail it may be said that from raising beef on the
natural grass of the plains region to the raising of stock for butter, milk and
cheese may seem a far cry, but with adequate markets and dependable
transportation this is rapidly coming to pass. Dairying has already reached
enormous proportions, and since it is estimated that dairy products should
constitute for the sake of health and economy about one-fifth the average
diet, it can easily be seen that dairying always will be of great importance.
Over $18,000,000 a year is now received for milk and cream by Nebraska
farmers, and Nebraska is not a leader in this line. No doubt with better
roads and better marketing facilities that will be doubled or trebled in a few
years.
Poultry. —We have just mentioned the Nebraska income from milk and
cream sold by the farmers. It may be surprising that the sum received from
the humble hen is nearly twice as much (given by state authorities as
$35,000,000 from the fowls and eggs produced each year).
But the only way this can be successful is by quick and adequate
markets. Dressed fowls and eggs are highly perishable products and must
be put into the cold storage warehouses at the earliest possible moment. The
motor car and the rural express, with their necessary accompaniment good
roads, make this possible and thus increase the returns to the poultry
industry as well as widen the territory over which it will pay to keep fowls
for commercial purposes.
As an illustration of the efficacy of the motor truck in the poultry
business this quotation from the New York Times, June 8, 1920, is given:
[193]
At 6 o’clock one morning a motor truck was loaded at Lancaster, Pa., with 18,000 eggs in crates,
and 1000 chicks a day old, and started for New York City, one hundred miles away, says the writer.
At the same time a similar shipment was sent to the consignee by railroad. It took the truck twelve
hours to reach New York. Four of the little chicks were dead and nine eggs were broken when the
goods were delivered at the door of the consignee.
The train shipment was four days in reaching Jersey City. It took another day to send a notice to
the consignee that the shipment had arrived. He was then compelled to send his own truck to Jersey
City for the shipment. When it reached his door thousands of the eggs had been smashed and half the
chicks were dead.
Diversified Farming. —Before leaving the farm it might be well to say
that easy marketing makes for diversified farming. All eggs are not put in
one basket, and in case of a failure or partial failure in one crop the effect is
not felt so much because there are others from which returns will be
natural grass of the plains region to the raising of stock for butter, milk and
cheese may seem a far cry, but with adequate markets and dependable
transportation this is rapidly coming to pass. Dairying has already reached
enormous proportions, and since it is estimated that dairy products should
constitute for the sake of health and economy about one-fifth the average
diet, it can easily be seen that dairying always will be of great importance.
Over $18,000,000 a year is now received for milk and cream by Nebraska
farmers, and Nebraska is not a leader in this line. No doubt with better
roads and better marketing facilities that will be doubled or trebled in a few
years.
Poultry. —We have just mentioned the Nebraska income from milk and
cream sold by the farmers. It may be surprising that the sum received from
the humble hen is nearly twice as much (given by state authorities as
$35,000,000 from the fowls and eggs produced each year).
But the only way this can be successful is by quick and adequate
markets. Dressed fowls and eggs are highly perishable products and must
be put into the cold storage warehouses at the earliest possible moment. The
motor car and the rural express, with their necessary accompaniment good
roads, make this possible and thus increase the returns to the poultry
industry as well as widen the territory over which it will pay to keep fowls
for commercial purposes.
As an illustration of the efficacy of the motor truck in the poultry
business this quotation from the New York Times, June 8, 1920, is given:
[193]
At 6 o’clock one morning a motor truck was loaded at Lancaster, Pa., with 18,000 eggs in crates,
and 1000 chicks a day old, and started for New York City, one hundred miles away, says the writer.
At the same time a similar shipment was sent to the consignee by railroad. It took the truck twelve
hours to reach New York. Four of the little chicks were dead and nine eggs were broken when the
goods were delivered at the door of the consignee.
The train shipment was four days in reaching Jersey City. It took another day to send a notice to
the consignee that the shipment had arrived. He was then compelled to send his own truck to Jersey
City for the shipment. When it reached his door thousands of the eggs had been smashed and half the
chicks were dead.
Diversified Farming. —Before leaving the farm it might be well to say
that easy marketing makes for diversified farming. All eggs are not put in
one basket, and in case of a failure or partial failure in one crop the effect is
not felt so much because there are others from which returns will be
Page 275
received. Often drought will injure a wheat crop but later rains will “make”
the corn crop; or, earth soaked by winter snows will mature a wheat crop
while the corn may, due to a few days of hot dry weather, be a partial
failure. While chinch bugs may get the wheat, it is possible to kill potato
bugs by spraying. And the year the potatoes die by blight may be excellent
for alfalfa and timothy. Diversified farming also allows of the rotation of
crops, thus conserving the fertility of the soil. And it all can be done over a
wide range from the market place because of good roads and easy
marketing facilities.
Forestry. —Realizing that the lumbering methods in vogue in this
country since its earliest settlement are most wasteful and are destructive of
the future usefulness of the timbered regions the United States Government
has set aside as forest reserves several hundred thousand square miles. A
forest crop is like any other crop. It must grow from the seed and at
maturity be harvested. Those trees that have reached the point in life where
years do not add materially to the lumber content are marked for cutting. So
that each year brings a harvest. New trees are planted or allowed to spring
up where the old were cut so that there is a continuity. It is estimated that
there yet remains some 550,000,000 acres of forest land unsuited for
agriculture.
The older lumbering methods meant that a company gained control of a
tract of timber land, sometimes they had not purchased it, it was really
government owned, and cut and slashed all the trees that were upon it. No
attempt was made to utilize any of the tree except the bole; the limbs,
containing thousands of cords of good wood, were left with the slash to
become the prey later of fierce fires, which often got beyond the bounds of
the cutting and destroyed millions of acres of growing timber.[194] At a still
earlier day the trees were cut so that they would fall with their tops together,
then they were burned in order to clear the land for farming purposes. The
only reason settlers did not go to the great prairie lands of the Middle West
where such wanton destruction was unnecessary, was the lack of means for
rapid transportation, and communication.
Even the loggers and lumbermen were often isolated from all civilization
except their own party or neighboring parties of like kind, with no roads but
the trails of their own making. The highways of commerce were the streams
and rivers to which the logs were rolled or snaked by oxen, mules, or
horses, and down which they were floated in the spring when the flow was
the corn crop; or, earth soaked by winter snows will mature a wheat crop
while the corn may, due to a few days of hot dry weather, be a partial
failure. While chinch bugs may get the wheat, it is possible to kill potato
bugs by spraying. And the year the potatoes die by blight may be excellent
for alfalfa and timothy. Diversified farming also allows of the rotation of
crops, thus conserving the fertility of the soil. And it all can be done over a
wide range from the market place because of good roads and easy
marketing facilities.
Forestry. —Realizing that the lumbering methods in vogue in this
country since its earliest settlement are most wasteful and are destructive of
the future usefulness of the timbered regions the United States Government
has set aside as forest reserves several hundred thousand square miles. A
forest crop is like any other crop. It must grow from the seed and at
maturity be harvested. Those trees that have reached the point in life where
years do not add materially to the lumber content are marked for cutting. So
that each year brings a harvest. New trees are planted or allowed to spring
up where the old were cut so that there is a continuity. It is estimated that
there yet remains some 550,000,000 acres of forest land unsuited for
agriculture.
The older lumbering methods meant that a company gained control of a
tract of timber land, sometimes they had not purchased it, it was really
government owned, and cut and slashed all the trees that were upon it. No
attempt was made to utilize any of the tree except the bole; the limbs,
containing thousands of cords of good wood, were left with the slash to
become the prey later of fierce fires, which often got beyond the bounds of
the cutting and destroyed millions of acres of growing timber.[194] At a still
earlier day the trees were cut so that they would fall with their tops together,
then they were burned in order to clear the land for farming purposes. The
only reason settlers did not go to the great prairie lands of the Middle West
where such wanton destruction was unnecessary, was the lack of means for
rapid transportation, and communication.
Even the loggers and lumbermen were often isolated from all civilization
except their own party or neighboring parties of like kind, with no roads but
the trails of their own making. The highways of commerce were the streams
and rivers to which the logs were rolled or snaked by oxen, mules, or
horses, and down which they were floated in the spring when the flow was
Page 276
sufficient to carry them. When they reached the larger rivers they were
often bound into rafts and floated hundreds of miles to the mills for sawing,
a cheap means of transportation.
As the timber was cut off near the streams it was necessary to go farther
back for logs. Then developed the logging railways. Usually narrow gauge
lines with small locomotives which brought logs down from the forests to
the streams or to other lines of railway. But as yet scientific means of
lumbering had not been adopted. Not until the government by making large
forest reserves and by insisting that loggers should clean up and burn the
slashes in such a manner as not to injure standing timber, and leave the
ground in such a condition that new trees of good varieties would spring up
to take the places of those cut, did there come any real advancement along
these lines.
© Underwood and Underwood
A MILK TRUCK
Equipped with both Cans and Tank
often bound into rafts and floated hundreds of miles to the mills for sawing,
a cheap means of transportation.
As the timber was cut off near the streams it was necessary to go farther
back for logs. Then developed the logging railways. Usually narrow gauge
lines with small locomotives which brought logs down from the forests to
the streams or to other lines of railway. But as yet scientific means of
lumbering had not been adopted. Not until the government by making large
forest reserves and by insisting that loggers should clean up and burn the
slashes in such a manner as not to injure standing timber, and leave the
ground in such a condition that new trees of good varieties would spring up
to take the places of those cut, did there come any real advancement along
these lines.
© Underwood and Underwood
A MILK TRUCK
Equipped with both Cans and Tank
Page 277
© Underwood and Underwood
A LUMBER LOG TRUCK
Used in the Northwest
In order that the better methods of lumbering and forest management
could be successfully carried out it became necessary to supply roads of
such a character that transportation would not be unduly burdensome. If the
trees to be cut were to be selected hither and yon, getting the logs and wood
from the tops would be a much more expensive process than the mere
rolling of boles to the stream and leaving the slash to decay or burn. The
Government, realizing this, is now expending millions of dollars on the
forest roads making them usable not only by teams but by trucks and
automobiles.
The truck and trailer have rapidly made their way in the logging and
lumbering industries. By the use of the trailer and the Government-made
good roads the truck is able to haul logs of almost any length down from the
logging grounds. Trucks and tractors are utilized in the forests, too, for
A LUMBER LOG TRUCK
Used in the Northwest
In order that the better methods of lumbering and forest management
could be successfully carried out it became necessary to supply roads of
such a character that transportation would not be unduly burdensome. If the
trees to be cut were to be selected hither and yon, getting the logs and wood
from the tops would be a much more expensive process than the mere
rolling of boles to the stream and leaving the slash to decay or burn. The
Government, realizing this, is now expending millions of dollars on the
forest roads making them usable not only by teams but by trucks and
automobiles.
The truck and trailer have rapidly made their way in the logging and
lumbering industries. By the use of the trailer and the Government-made
good roads the truck is able to haul logs of almost any length down from the
logging grounds. Trucks and tractors are utilized in the forests, too, for
Page 278
snaking logs and pulling stumps. In places where the grades are steep or on
the interior where the roads have not yet penetrated causeways have been
built of timber; these usually being cross-ties, and under trussing across
draws, with lengthwise planks for the wheels to run on and side planks or
logs to keep the machine on the track. Down this causeway by means of a
two-wheeled semi-trailer, immense logs are transported. As they are
sometimes very steep, chains on the wheels are necessary to prevent
slipping and assist in braking.
The average load that a logging truck and trailer will haul is from 3000 to
5000 feet. Larger loads are hauled over snow on sleds, but when distance
and time are considered the truck is claimed to be more efficient. F. W. Fenn
states that a lumber camp truck to be efficient “must have maximum
traction, ample clearance, and proper service and care and be stout enough
and strong enough to stand the severest strains.”[195] He further claims that
the truck is replacing the older means of transportation, dragging by horses
and oxen, skidding down mountain sides, rafting upon rivers, not because it
is cheaper but because the great stands of timber are gradually decreasing
and the modern method of cutting only properly developed trees is coming
into vogue. “Thus the logging industry has developed from one of
independence to almost total dependence upon improved transportation
facilities, with its consequent problems and expense.”
The hauling of logs down to the water edge by trucks upon natural earth
roads and upon specially prepared skidways is said to be cheaper than the
narrow-gauge railways formerly in use in the state of Washington.
One of the types of trailers worked out has four wheels, 44 inches in
diameter for the front and 46 for the rear with a 10-inch tread all around.
The trailer is fastened to the truck by a long pipe coupling. The most
satisfactory trailer, according to Fenn, is the two-wheeled rubber-tired with
wheels 40 to 44 inches in diameter. Roads which theoretically require steel
tires for ironing out ruts would better be planked or otherwise hard
surfaced.
Proper attention and routing will greatly prolong the life of the truck. A
longer smoother road is rather to be preferred to a short rough one. The
depreciation of the truck is figured on a basis of 100,000 miles as its
minimum life.
Other Uses of the Truck. —But the use of the truck in the lumbering
industries is not limited to logging. About the saw mills it is used for getting
the interior where the roads have not yet penetrated causeways have been
built of timber; these usually being cross-ties, and under trussing across
draws, with lengthwise planks for the wheels to run on and side planks or
logs to keep the machine on the track. Down this causeway by means of a
two-wheeled semi-trailer, immense logs are transported. As they are
sometimes very steep, chains on the wheels are necessary to prevent
slipping and assist in braking.
The average load that a logging truck and trailer will haul is from 3000 to
5000 feet. Larger loads are hauled over snow on sleds, but when distance
and time are considered the truck is claimed to be more efficient. F. W. Fenn
states that a lumber camp truck to be efficient “must have maximum
traction, ample clearance, and proper service and care and be stout enough
and strong enough to stand the severest strains.”[195] He further claims that
the truck is replacing the older means of transportation, dragging by horses
and oxen, skidding down mountain sides, rafting upon rivers, not because it
is cheaper but because the great stands of timber are gradually decreasing
and the modern method of cutting only properly developed trees is coming
into vogue. “Thus the logging industry has developed from one of
independence to almost total dependence upon improved transportation
facilities, with its consequent problems and expense.”
The hauling of logs down to the water edge by trucks upon natural earth
roads and upon specially prepared skidways is said to be cheaper than the
narrow-gauge railways formerly in use in the state of Washington.
One of the types of trailers worked out has four wheels, 44 inches in
diameter for the front and 46 for the rear with a 10-inch tread all around.
The trailer is fastened to the truck by a long pipe coupling. The most
satisfactory trailer, according to Fenn, is the two-wheeled rubber-tired with
wheels 40 to 44 inches in diameter. Roads which theoretically require steel
tires for ironing out ruts would better be planked or otherwise hard
surfaced.
Proper attention and routing will greatly prolong the life of the truck. A
longer smoother road is rather to be preferred to a short rough one. The
depreciation of the truck is figured on a basis of 100,000 miles as its
minimum life.
Other Uses of the Truck. —But the use of the truck in the lumbering
industries is not limited to logging. About the saw mills it is used for getting
Page 279
the logs to the saw and taking the sawed lumber away. And at yards, all
over the country, for taking the lumber from the railroad tracks to the
storage piles and for delivering it to customers. Special loading devices
save much time. A gantry or other type of crane will pick up and handle an
entire load of lumber at one time.
Amos Log Loader. —The Amos log loader is described as an efficient
loading machine in which a friction drive takes power directly from the
drive shaft of the motor truck and by means of a worm gear transmits it to a
long winding shaft, or small diameter drum, which extends the length of the
truck bed, being mounted parallel to it just under the bed. Loading chains
are attached to this drum either at the ends or middle as the driver wishes.
The movement is regulated by means of a lever just over the truck step. By
a small movement of his foot the driver has control of the friction drive
while his hands are free to operate the engine. He can raise or lower the log
or stop it at any point. Stopping it if desired so he can leave his position to
make needed adjustments of the log, chains, or skids. The small diameter of
the winding drum insures steady strong pull. It may also be used for
skidding logs into position for loading. It is claimed the truck driver soon
becomes very expert as he realizes the possibilities of the loading device.
After the logs are loaded the loading chains are used to bind them to the
truck.
In the Yards. —After the logs are sawed the lumber is stacked up in
yards either at the point of sawing or elsewhere. It must be hauled to the
shipment point and from the cars to the yards. Trucks are applicable for all
these purposes. When it comes to delivering the lumber to the consumer a
wagon known as a dolly is of great assistance for collecting materials to
load on the delivery truck. Most retail yards now deliver their lumber by
truck even to a distance of 15 or 20 miles. When an order for mixed grades,
sizes, or kinds of materials is received, a light wagon or cart having a dolly
upside down for its floor, the whole known as a “dolly,” is used in the
loading. The dolly has a roller placed cross-ways of the wagon bed and the
lumber is piled directly upon it, care being taken that some long pieces are
used for the bottom of the load. The dolly is pushed by hand from place to
place in the yard until the order has been filled with the various pieces
desired. The truck, which may be out during the time the selection is being
made, is backed up to the end of the dolly, the floor of the truck body
passing under the lower boards; then by turning the cross roller with a crank
over the country, for taking the lumber from the railroad tracks to the
storage piles and for delivering it to customers. Special loading devices
save much time. A gantry or other type of crane will pick up and handle an
entire load of lumber at one time.
Amos Log Loader. —The Amos log loader is described as an efficient
loading machine in which a friction drive takes power directly from the
drive shaft of the motor truck and by means of a worm gear transmits it to a
long winding shaft, or small diameter drum, which extends the length of the
truck bed, being mounted parallel to it just under the bed. Loading chains
are attached to this drum either at the ends or middle as the driver wishes.
The movement is regulated by means of a lever just over the truck step. By
a small movement of his foot the driver has control of the friction drive
while his hands are free to operate the engine. He can raise or lower the log
or stop it at any point. Stopping it if desired so he can leave his position to
make needed adjustments of the log, chains, or skids. The small diameter of
the winding drum insures steady strong pull. It may also be used for
skidding logs into position for loading. It is claimed the truck driver soon
becomes very expert as he realizes the possibilities of the loading device.
After the logs are loaded the loading chains are used to bind them to the
truck.
In the Yards. —After the logs are sawed the lumber is stacked up in
yards either at the point of sawing or elsewhere. It must be hauled to the
shipment point and from the cars to the yards. Trucks are applicable for all
these purposes. When it comes to delivering the lumber to the consumer a
wagon known as a dolly is of great assistance for collecting materials to
load on the delivery truck. Most retail yards now deliver their lumber by
truck even to a distance of 15 or 20 miles. When an order for mixed grades,
sizes, or kinds of materials is received, a light wagon or cart having a dolly
upside down for its floor, the whole known as a “dolly,” is used in the
loading. The dolly has a roller placed cross-ways of the wagon bed and the
lumber is piled directly upon it, care being taken that some long pieces are
used for the bottom of the load. The dolly is pushed by hand from place to
place in the yard until the order has been filled with the various pieces
desired. The truck, which may be out during the time the selection is being
made, is backed up to the end of the dolly, the floor of the truck body
passing under the lower boards; then by turning the cross roller with a crank
Page 280
the whole load is conveyed to the truck. To facilitate the action another
roller is placed in the floor of the truck near its rear end. Both rollers may
be turned at the same time. The dolly may have two or four wheels.
A short truck is often arranged for a semi-trailer which may be loaded in
a manner similar to the dolly. With two or three of these trailers a busy yard
will keep the truck and driver on the road practically all the time at a
considerable saving in expense over waiting time if the lumber is loaded
directly upon the truck.
Mining. —The building of railway tracks to mines was at one time a very
expensive part of a railroad’s business. It required much expert knowledge
on the part of the railroad officials to determine whether or not such a road
would pay. In fact a great many miles of such tracks have been abandoned
and very likely the loss to the railroad has been equal to that of the mining
companies. Motor trucking is to a large extent doing away with the
enormous track building that formerly went on in the mining communities.
This eliminates the switching charge which seldom paid the railroad, and
possibly the trucking is more convenient and cheaper to the mining
company. Here again the use of trailers, special bodies, and mechanical
loading and unloading devices will greatly expedite the work. When the
mine has grown so that the quantity of ore or coal taken out will pay for it a
railroad track may be laid without risk of loss to either railroad or mine.
The hauling of mine products a long distance is not altogether
uncommon. Transporting borax from Death Valley, California, was
formerly done by twenty-mule teams. It is now much more expeditiously
and cheaply hauled by motor trucks. And the transport of supplies from
point of purchase to interior and isolated mines, or to depots from which
they may be continued by pack horses is common practice.
Factory Products. —Scarcely a manufacturing industry but that owns
motor trucks, some of them running into the hundreds. No doubt these
trucks have had their effect on the goods manufactured just as any other
machine introduced into the process might do. In some instances goods that
were marketed through jobbers are being sold directly to the retailer and
sent to them by routings which return to the same customer every day,
every two days, twice or once a week, or once a month, or in such regular
periods the customer may look forward and depend upon the coming.
Packing houses by delivering meat with truck directly to the retailer’s
roller is placed in the floor of the truck near its rear end. Both rollers may
be turned at the same time. The dolly may have two or four wheels.
A short truck is often arranged for a semi-trailer which may be loaded in
a manner similar to the dolly. With two or three of these trailers a busy yard
will keep the truck and driver on the road practically all the time at a
considerable saving in expense over waiting time if the lumber is loaded
directly upon the truck.
Mining. —The building of railway tracks to mines was at one time a very
expensive part of a railroad’s business. It required much expert knowledge
on the part of the railroad officials to determine whether or not such a road
would pay. In fact a great many miles of such tracks have been abandoned
and very likely the loss to the railroad has been equal to that of the mining
companies. Motor trucking is to a large extent doing away with the
enormous track building that formerly went on in the mining communities.
This eliminates the switching charge which seldom paid the railroad, and
possibly the trucking is more convenient and cheaper to the mining
company. Here again the use of trailers, special bodies, and mechanical
loading and unloading devices will greatly expedite the work. When the
mine has grown so that the quantity of ore or coal taken out will pay for it a
railroad track may be laid without risk of loss to either railroad or mine.
The hauling of mine products a long distance is not altogether
uncommon. Transporting borax from Death Valley, California, was
formerly done by twenty-mule teams. It is now much more expeditiously
and cheaply hauled by motor trucks. And the transport of supplies from
point of purchase to interior and isolated mines, or to depots from which
they may be continued by pack horses is common practice.
Factory Products. —Scarcely a manufacturing industry but that owns
motor trucks, some of them running into the hundreds. No doubt these
trucks have had their effect on the goods manufactured just as any other
machine introduced into the process might do. In some instances goods that
were marketed through jobbers are being sold directly to the retailer and
sent to them by routings which return to the same customer every day,
every two days, twice or once a week, or once a month, or in such regular
periods the customer may look forward and depend upon the coming.
Packing houses by delivering meat with truck directly to the retailer’s
Page 281
butcher block daily have practically driven out of business the old slaughter
houses with their unpleasant odors and unsanitary conditions.
Special bodies have been devised for the different manufactured
products. A slatted rack accommodates nearly 300 empty barrels; tanks are
made to haul milk, gasoline, or other liquids; cracker factories have racks
which will accommodate cardboard cartons without injury by crushing; low
long-bodied trucks upon which cotton bales may be placed without much
lifting lessens the time and labor of loading; different-sized drawers on the
inside of a body have been used to take clothing-store goods to customers in
outlying districts; plumbers fit up shops on wheels, claiming thereby to save
time and expense to their patrons by not having to go back to the shop
numerous times in the course of a job to get tools and supplies; furniture
and automobile trucks have large roomy bodies to carry bulky but not very
heavy goods. Hoists, cranes, tipping bodies, combination bodies, conveying
belts and chains and many other devices facilitate rapid unloading and
loading.
By sending goods from factory to retailer by motor railway terminal
expense is cut out. Just how far it is profitable to send goods by truck is a
question depending on the relative terminal charges, the hauling rate, and
the collecting charges. The collecting charges at a factory might or might
not be the same for shipments by rail and by truck. If the railroad switch is
such that there is no hauling from factory to car except that on the floor of
the factory itself, there would be no difference, otherwise there would be
the expense of hauling to the loading tracks. If the expense of selling is not
affected by motor hauling the only thing to be considered is the actual cost
of transportation. If this be taken to be made up of two items, namely,
terminal costs, and hauling costs, the distributing charge by railway may be
written:
D = T + Rx
where T is the railroad terminal cost;
R, the railroad rate per mile cost per unit-package, barrel, cwt. or
ton;
x, the number of miles hauled.
The distributing charge by truck would be a similar equation
d = t + rx
houses with their unpleasant odors and unsanitary conditions.
Special bodies have been devised for the different manufactured
products. A slatted rack accommodates nearly 300 empty barrels; tanks are
made to haul milk, gasoline, or other liquids; cracker factories have racks
which will accommodate cardboard cartons without injury by crushing; low
long-bodied trucks upon which cotton bales may be placed without much
lifting lessens the time and labor of loading; different-sized drawers on the
inside of a body have been used to take clothing-store goods to customers in
outlying districts; plumbers fit up shops on wheels, claiming thereby to save
time and expense to their patrons by not having to go back to the shop
numerous times in the course of a job to get tools and supplies; furniture
and automobile trucks have large roomy bodies to carry bulky but not very
heavy goods. Hoists, cranes, tipping bodies, combination bodies, conveying
belts and chains and many other devices facilitate rapid unloading and
loading.
By sending goods from factory to retailer by motor railway terminal
expense is cut out. Just how far it is profitable to send goods by truck is a
question depending on the relative terminal charges, the hauling rate, and
the collecting charges. The collecting charges at a factory might or might
not be the same for shipments by rail and by truck. If the railroad switch is
such that there is no hauling from factory to car except that on the floor of
the factory itself, there would be no difference, otherwise there would be
the expense of hauling to the loading tracks. If the expense of selling is not
affected by motor hauling the only thing to be considered is the actual cost
of transportation. If this be taken to be made up of two items, namely,
terminal costs, and hauling costs, the distributing charge by railway may be
written:
D = T + Rx
where T is the railroad terminal cost;
R, the railroad rate per mile cost per unit-package, barrel, cwt. or
ton;
x, the number of miles hauled.
The distributing charge by truck would be a similar equation
d = t + rx
Page 282
where the letters represent the same items referred to the truck. If D is made
equal to d, there results,
t + rx = T + Rx
and,
rx - Rx = T - t
T-t
x= .
r-R
Railroads do not separate the terminal and hauling charge for the good
and sufficient reason that if this be done there are a number of other factors
of transportation that could with equal reason be segregated. The terminal
costs, and by that is considered all the expense except the actual cost of
haulage, has been variously computed. G.M. Jones, Bureau of Foreign and
Domestic Commerce, United States Department of Commerce, estimates
“that the average expense of hauling a ton of freight 240 miles is 74 cents
while the cost of handling the same freight at the terminals is 75 cents.”[196]
A more definite and possibly more accurate statement is that of the Inter-
State Commerce Commission, also quoted by Lane, p. 53:
The combined average terminal cost at one end is shown to be 10.4 cents per hundred pounds. For
two terminal buildings (origin and destination) this figure doubled results in 20.8 cents per hundred
pounds; and as this figure contains no elements of overhead costs, or taxes, such costs are arrived at
by dividing the terminal cost by the operating ratio.
The operating ratio of the Trunk Line roads for 1915, 1916 and 1917 is 69.6, and the result of
dividing the terminal cost of 20.8 cents by the operating ratio is 30 cents per hundred pounds, which
covers terminal expenses and overhead for less than carload freight.
An example may be worked out with the assumption that the railway
terminal charge is 30 cents per hundredweight, the truck terminal charge is
10 cents, the railway haulage charge is 0.02 cent per hundredweight mile
and the truck haulage charge 0.3 cent per hundredweight mile. Then the
economical length of the haul must not be less than
30 - 10 20 2000 500
x= = = = = 71 miles.
.3 - .02 .28 28 7
The length of haul varies directly as the difference in terminal charges and
indirectly as the difference in rates.
equal to d, there results,
t + rx = T + Rx
and,
rx - Rx = T - t
T-t
x= .
r-R
Railroads do not separate the terminal and hauling charge for the good
and sufficient reason that if this be done there are a number of other factors
of transportation that could with equal reason be segregated. The terminal
costs, and by that is considered all the expense except the actual cost of
haulage, has been variously computed. G.M. Jones, Bureau of Foreign and
Domestic Commerce, United States Department of Commerce, estimates
“that the average expense of hauling a ton of freight 240 miles is 74 cents
while the cost of handling the same freight at the terminals is 75 cents.”[196]
A more definite and possibly more accurate statement is that of the Inter-
State Commerce Commission, also quoted by Lane, p. 53:
The combined average terminal cost at one end is shown to be 10.4 cents per hundred pounds. For
two terminal buildings (origin and destination) this figure doubled results in 20.8 cents per hundred
pounds; and as this figure contains no elements of overhead costs, or taxes, such costs are arrived at
by dividing the terminal cost by the operating ratio.
The operating ratio of the Trunk Line roads for 1915, 1916 and 1917 is 69.6, and the result of
dividing the terminal cost of 20.8 cents by the operating ratio is 30 cents per hundred pounds, which
covers terminal expenses and overhead for less than carload freight.
An example may be worked out with the assumption that the railway
terminal charge is 30 cents per hundredweight, the truck terminal charge is
10 cents, the railway haulage charge is 0.02 cent per hundredweight mile
and the truck haulage charge 0.3 cent per hundredweight mile. Then the
economical length of the haul must not be less than
30 - 10 20 2000 500
x= = = = = 71 miles.
.3 - .02 .28 28 7
The length of haul varies directly as the difference in terminal charges and
indirectly as the difference in rates.
Page 283
The example given should not be applied generally, but each case must
be considered by itself. If there are collecting and marketing costs, they
may be added to the terminal costs and the sum treated as a terminal charge.
Construction. —It will hardly be necessary here to take up more
individual cases. The almost universal use of trucks in the handling of
materials of construction no doubt has affected the quantity and cost of
construction, truly a productive process. Everyone is familiar with one or
more of the many devices for loading and unloading, for in this class of
haulage these things have reached a very high state of development.
Other Agencies. —It is not the intention here to claim for the motor car
entire credit for the manifold changes in marketing—buying and selling—
which have occurred during the past two decades. Many other factors have
entered into these changes and the corresponding advancement in the
average standard of living. Transportation of all kinds, upon the highways,
upon the railways, upon the waters, by telegraph, by telephone, by
improvements in the postal service, and by the general increase in
knowledge through the schools and printed literature, have all been
instrumental in the development. But the automobile directly and indirectly
has stimulated each of these activities and hence deserves credit with the
rest.
SELECTED REFERENCES
Agricultural Inquiry, Report of Joint Commission on Part IV deals with Marketing, Washington, D.
C., 1922.
American Forestry, “Forest Fires,” Dec., 1920, p. 707.
Bohm-Bawerk, “Positive Theory of Capital,” Translated by W. Smart, Books I-II. Macmillan & Co.,
London, 1891.
Boyle, James E., “Speculation and the Chicago Board of Trade,” Macmillan Company, New York;
“The Chicago Board of Trade, What it is and What it Does,” Distributed by the Chicago Board
of Trade.
Collins, J. H., “Motor Transportation for Rural Districts,” Bulletin 770 of the United States
Department of Agriculture.
Cowan, D. R. and Hart, F. C., “Motor Transportation in Rural Ontario,” Bulletin 227, Ontario
Department of Agriculture, 1920.
Dana, Richard T., “Hand Book of Construction Equipment,” pp. 550-559, 767-772.
Firestone Ship by Truck Bureau, Akron:
be considered by itself. If there are collecting and marketing costs, they
may be added to the terminal costs and the sum treated as a terminal charge.
Construction. —It will hardly be necessary here to take up more
individual cases. The almost universal use of trucks in the handling of
materials of construction no doubt has affected the quantity and cost of
construction, truly a productive process. Everyone is familiar with one or
more of the many devices for loading and unloading, for in this class of
haulage these things have reached a very high state of development.
Other Agencies. —It is not the intention here to claim for the motor car
entire credit for the manifold changes in marketing—buying and selling—
which have occurred during the past two decades. Many other factors have
entered into these changes and the corresponding advancement in the
average standard of living. Transportation of all kinds, upon the highways,
upon the railways, upon the waters, by telegraph, by telephone, by
improvements in the postal service, and by the general increase in
knowledge through the schools and printed literature, have all been
instrumental in the development. But the automobile directly and indirectly
has stimulated each of these activities and hence deserves credit with the
rest.
SELECTED REFERENCES
Agricultural Inquiry, Report of Joint Commission on Part IV deals with Marketing, Washington, D.
C., 1922.
American Forestry, “Forest Fires,” Dec., 1920, p. 707.
Bohm-Bawerk, “Positive Theory of Capital,” Translated by W. Smart, Books I-II. Macmillan & Co.,
London, 1891.
Boyle, James E., “Speculation and the Chicago Board of Trade,” Macmillan Company, New York;
“The Chicago Board of Trade, What it is and What it Does,” Distributed by the Chicago Board
of Trade.
Collins, J. H., “Motor Transportation for Rural Districts,” Bulletin 770 of the United States
Department of Agriculture.
Cowan, D. R. and Hart, F. C., “Motor Transportation in Rural Ontario,” Bulletin 227, Ontario
Department of Agriculture, 1920.
Dana, Richard T., “Hand Book of Construction Equipment,” pp. 550-559, 767-772.
Firestone Ship by Truck Bureau, Akron:
Page 284
Bulletin No. 1, “Ship by Truck among Farmers through Coöperative Associations”; Bulletin No.
2, “How and Where to Establish Truck Routes”; Bulletin No. 3, “The Motor Truck at the Coal
Mines”; Bulletin No. 4, “The Farmer and the Motor Truck”; Bulletin No. 5, “Costs and Their
Relation to Truck Transportation.”
Highway and Highway Transport Education Committee.—“Proceedings of a Conference on the
Economics of Highway Transport, Held at the University of Maryland, July 27, 1921,”
Washington, D. C.
Kentucky, University of, College of Agriculture Circular No. 130, “Marketing Farm Products.”
Lexington, Ky., June, 1922.
Lane, F. Van Zant, “Motor Truck Transportation,” D. Van Nostrand Company, New York.
National Automobile Chamber of Commerce, New York:
“Facts and Figures of the Automobile Industry, 1921.”
“Factors in Food Transportation.”
“A State Endorses the Motor Express.”
By Arthur Capper, “The Midwest Farm Market for Motor Trucks.”
By F. W. Fenn: “The Field of the Motor Truck in the Petroleum Industry”; “The Motor Truck as
an Aid in Extracting Raw Materials”; “Motor Truck Operation at the Mines”; “Motorizing the
Factory”; “Organization and Operation of a Rural Motor Express Line.”
By R. O. Patten, “Merchandising Motor Trucks.”
By R. O. Patten and F. C. Horner, “The Evils of Overloading.”
Norton, S. V., “The Motor Truck as an Aid to Business Profits,” pp. 155-156, 406-410, 484; A. W.
Shaw Co., Chicago.
Power Wagon Reference Book.
Tolley, H. R. and Church, L. M., Bulletin 910, “Experiences of Eastern Farmers with Motor
Trucks”; Bulletin 931, “Corn Belt Farmers’ Experience with Motor Trucks”; and Bulletin 1201,
“Motor Trucks on Eastern Farms,” The United States Department of Agriculture, Washington.
Vincent, C., “Letters on Grain Marketing Problems,” Privately published, Omaha, 1921.
FOOTNOTES
[188] Bohm-Bawerk, “Positive Theory of Capital,” translated by W. Smart, p. 96.
[189] “Letters on Grain Marketing Problems,” by C. Vincent, Secretary of the Farmers’ Grain
Company, Author of Nebraska Co-operative Law, and Member of the Omaha Grain Exchange,
pamphlet privately published, 1921.
[190] “Letters on Grain Marketing,” by C. Vincent.
[191] “The Motor Truck as an Aid to Business Profits,” by S. V. Norton, A. W. Shaw Co.,
Chicago.
[192] Bulletin No. 8. “Marketing Livestock by Motor Truck,” issued by The Firestone Ship
by Truck Bureau, Firestone Park, Akron, Ohio, 45 pages.
[193] From a reprint by the National Automobile Chamber of Commerce.
[194] During the year 1919 there were reported 27,000 forest fires which burned over
8,500,000 acres.—American Forestry, Dec., 1920, p. 707.
2, “How and Where to Establish Truck Routes”; Bulletin No. 3, “The Motor Truck at the Coal
Mines”; Bulletin No. 4, “The Farmer and the Motor Truck”; Bulletin No. 5, “Costs and Their
Relation to Truck Transportation.”
Highway and Highway Transport Education Committee.—“Proceedings of a Conference on the
Economics of Highway Transport, Held at the University of Maryland, July 27, 1921,”
Washington, D. C.
Kentucky, University of, College of Agriculture Circular No. 130, “Marketing Farm Products.”
Lexington, Ky., June, 1922.
Lane, F. Van Zant, “Motor Truck Transportation,” D. Van Nostrand Company, New York.
National Automobile Chamber of Commerce, New York:
“Facts and Figures of the Automobile Industry, 1921.”
“Factors in Food Transportation.”
“A State Endorses the Motor Express.”
By Arthur Capper, “The Midwest Farm Market for Motor Trucks.”
By F. W. Fenn: “The Field of the Motor Truck in the Petroleum Industry”; “The Motor Truck as
an Aid in Extracting Raw Materials”; “Motor Truck Operation at the Mines”; “Motorizing the
Factory”; “Organization and Operation of a Rural Motor Express Line.”
By R. O. Patten, “Merchandising Motor Trucks.”
By R. O. Patten and F. C. Horner, “The Evils of Overloading.”
Norton, S. V., “The Motor Truck as an Aid to Business Profits,” pp. 155-156, 406-410, 484; A. W.
Shaw Co., Chicago.
Power Wagon Reference Book.
Tolley, H. R. and Church, L. M., Bulletin 910, “Experiences of Eastern Farmers with Motor
Trucks”; Bulletin 931, “Corn Belt Farmers’ Experience with Motor Trucks”; and Bulletin 1201,
“Motor Trucks on Eastern Farms,” The United States Department of Agriculture, Washington.
Vincent, C., “Letters on Grain Marketing Problems,” Privately published, Omaha, 1921.
FOOTNOTES
[188] Bohm-Bawerk, “Positive Theory of Capital,” translated by W. Smart, p. 96.
[189] “Letters on Grain Marketing Problems,” by C. Vincent, Secretary of the Farmers’ Grain
Company, Author of Nebraska Co-operative Law, and Member of the Omaha Grain Exchange,
pamphlet privately published, 1921.
[190] “Letters on Grain Marketing,” by C. Vincent.
[191] “The Motor Truck as an Aid to Business Profits,” by S. V. Norton, A. W. Shaw Co.,
Chicago.
[192] Bulletin No. 8. “Marketing Livestock by Motor Truck,” issued by The Firestone Ship
by Truck Bureau, Firestone Park, Akron, Ohio, 45 pages.
[193] From a reprint by the National Automobile Chamber of Commerce.
[194] During the year 1919 there were reported 27,000 forest fires which burned over
8,500,000 acres.—American Forestry, Dec., 1920, p. 707.
Page 285
[195] “The Motor Truck as an Aid in the Extraction of Raw Products at the Source,” by F. W.
Fenn, National Automobile Chamber of Commerce, New York.
[196] Quoted by Lane in “Motor Truck Transportation,” p. 6. Van Nostrand Co., New York.
Fenn, National Automobile Chamber of Commerce, New York.
[196] Quoted by Lane in “Motor Truck Transportation,” p. 6. Van Nostrand Co., New York.
Page 286
CHAPTER X
FINANCING HIGHWAYS AND HIGHWAY TRANSPORTATION LINES
Highway financing may be divided for consideration into two parts, namely: financing the road and
financing the operation of the road. Both are necessary if goods are to be transported from where they are
plentiful, grown, manufactured, or stored, to where they are needed for sale, consumption or transshipment.
Money is required for both parts and it must be obtained in some legal manner.
As has been shown roads developed from mere trails that originally were paths along which by common
consent, force, or otherwise the privilege of passing was gained. This, when ownership in land was
recognized, became an easement. After the development of civil governments the right to traverse and
transport goods over such roadways, that is, the easement, was vouchsafed to the inhabitants and protected
by laws. In England the right of way over another’s land became known as the king’s highway, as all public
property was held and measures taken in the name of the king. In the United States it is known simply as a
public highway. The highway is in reality the right of passage, not the beaten track, for in both England and
the United States the laws recognize the privilege the traveler has when for any reason the road becomes
blocked or obstructed of taking to the fields and making another track. Equity courts may grant damages for
such usage of private land by the public but no court will attempt to prevent it; if necessary they will,
however, by writ of mandamus command road officers to repair the established roads so as to make them
passable. In England the law allowed the traveler to turn into the adjacent field, whether cultivated or not,
whenever the track became worn or rutted. In order to keep the used way within due bounds and at the
same time maintain it in a passable condition the freeholders, perhaps at first voluntarily then by force of
laws, worked the roads once or twice a year. By doing this they saved their lands and crops from being
trampled down. It has also been shown how Edward I took up the question of improving the highways as a
police measure in order that it might be safe for man and goods to pass along the road without being
attacked from ambush by robbers.
Such robberies have taken place in the development of every land, and those who have made a profession
of it are variously styled highwaymen, bandits, brigands, and so on. Even to the present day, as has been
shown in a preceding chapter, highway robbery still exists, although the profession of highwayman no
longer commands the respect of reputable society as was the case during the time of Robin Hood, and
Claude Duval of England, and of the Robber Barons of Germany.
Thus the public good demanded that the time of the freeholders and the money of the government be
expended upon the highways. Of late years in the United States the “working out” of road or poll taxes has
been practically abolished and the taxes are collected in money which is expended in road construction and
maintenance by persons regularly delegated for that purpose. With the increased use and the building of
better types of roadways more and more money is demanded so that the financing of highway
improvements has become a matter of vast importance. The money must come from either private sources
or from the public. If from the public it results directly from taxation or is borrowed and the obligations
paid off by taxation.
Private Financing. —A few persons of wealth have built roads as a benefaction to the public. Perhaps
one of the most ambitious projects of this sort is the DuPont Road, which is located through the state of
Delaware from north to south. The intention of the DuPont family is to make this road eventually one of the
finest in the world. It has been very carefully laid out and constructed. Later it is to be widened and
beautified. Some $3,000,000 have already been expended, and it is contemplated to spend $1,500,000
more. It might be well if more men of wealth would commemorate their names by constructing and
endowing roads.
In spaces about wharfs and depots, although on privately owned ground and privately constructed, the
pavement is often used generally as a highway. Such places are of course primarily for the convenience of
the steamship or railway companies and they are maintained at their own expense. However, all such
expense forms a part of the cost of operation and no doubt is charged to the patrons in the overhead, or it is
intended to be a means of advertising in the hope that it will increase business.
FINANCING HIGHWAYS AND HIGHWAY TRANSPORTATION LINES
Highway financing may be divided for consideration into two parts, namely: financing the road and
financing the operation of the road. Both are necessary if goods are to be transported from where they are
plentiful, grown, manufactured, or stored, to where they are needed for sale, consumption or transshipment.
Money is required for both parts and it must be obtained in some legal manner.
As has been shown roads developed from mere trails that originally were paths along which by common
consent, force, or otherwise the privilege of passing was gained. This, when ownership in land was
recognized, became an easement. After the development of civil governments the right to traverse and
transport goods over such roadways, that is, the easement, was vouchsafed to the inhabitants and protected
by laws. In England the right of way over another’s land became known as the king’s highway, as all public
property was held and measures taken in the name of the king. In the United States it is known simply as a
public highway. The highway is in reality the right of passage, not the beaten track, for in both England and
the United States the laws recognize the privilege the traveler has when for any reason the road becomes
blocked or obstructed of taking to the fields and making another track. Equity courts may grant damages for
such usage of private land by the public but no court will attempt to prevent it; if necessary they will,
however, by writ of mandamus command road officers to repair the established roads so as to make them
passable. In England the law allowed the traveler to turn into the adjacent field, whether cultivated or not,
whenever the track became worn or rutted. In order to keep the used way within due bounds and at the
same time maintain it in a passable condition the freeholders, perhaps at first voluntarily then by force of
laws, worked the roads once or twice a year. By doing this they saved their lands and crops from being
trampled down. It has also been shown how Edward I took up the question of improving the highways as a
police measure in order that it might be safe for man and goods to pass along the road without being
attacked from ambush by robbers.
Such robberies have taken place in the development of every land, and those who have made a profession
of it are variously styled highwaymen, bandits, brigands, and so on. Even to the present day, as has been
shown in a preceding chapter, highway robbery still exists, although the profession of highwayman no
longer commands the respect of reputable society as was the case during the time of Robin Hood, and
Claude Duval of England, and of the Robber Barons of Germany.
Thus the public good demanded that the time of the freeholders and the money of the government be
expended upon the highways. Of late years in the United States the “working out” of road or poll taxes has
been practically abolished and the taxes are collected in money which is expended in road construction and
maintenance by persons regularly delegated for that purpose. With the increased use and the building of
better types of roadways more and more money is demanded so that the financing of highway
improvements has become a matter of vast importance. The money must come from either private sources
or from the public. If from the public it results directly from taxation or is borrowed and the obligations
paid off by taxation.
Private Financing. —A few persons of wealth have built roads as a benefaction to the public. Perhaps
one of the most ambitious projects of this sort is the DuPont Road, which is located through the state of
Delaware from north to south. The intention of the DuPont family is to make this road eventually one of the
finest in the world. It has been very carefully laid out and constructed. Later it is to be widened and
beautified. Some $3,000,000 have already been expended, and it is contemplated to spend $1,500,000
more. It might be well if more men of wealth would commemorate their names by constructing and
endowing roads.
In spaces about wharfs and depots, although on privately owned ground and privately constructed, the
pavement is often used generally as a highway. Such places are of course primarily for the convenience of
the steamship or railway companies and they are maintained at their own expense. However, all such
expense forms a part of the cost of operation and no doubt is charged to the patrons in the overhead, or it is
intended to be a means of advertising in the hope that it will increase business.
Page 287
In timbered and rough mountainous countries, roads have frequently been built and maintained by the
companies interested in lumbering, mining, or other enterprises therein, and thrown open to the general use
of the public. Here the companies figure that the benefit to be derived by them more than balances the
expense. Furthermore, the use of them by the public, while a minor consideration as far as the road itself is
concerned, is a means of maintaining a friendly feeling with the inhabitants.
Turnpike or toll roads, as has already been pointed out, were very extensively built in the days preceding
the advent of the steam railway. These were built with money raised by the ordinary methods for financing
industrial enterprises. A good many thousands of miles of such roads were chartered and constructed by
private capital amounting to millions of dollars before the steel tracks put them out of business. Only a few
now remain in Pennsylvania and Virginia with now and then scattered short stretches of roadway, and
bridges over larger streams elsewhere, and ere long they, too, will be taken over by the states and become a
part of the great public highway. As late as 1915 a private toll road in Tuolumne County, California,
operated by a mining company was purchased by the state and nation, a portion of it being within the
Yosemite National Park, and made a part of the California state system. The people will never be content to
go back to the inconvenience of being stopped by a turnpike every 4 or 5 miles to pay a toll amounting in
many cases from 1 to 2 cents per ton-mile, when the same amount of money in the form of licenses and
taxes will keep up magnificent systems of public “free” highways.
Public Financing. —Every civic government has its methods for the collection of revenue to pay its
necessary expenses. One of the easiest things theoretically to do, then, is to collect by a tax on the property
of the district—state, county, township—sufficient money to meet expenses, including the building and
maintenance of roads, from the property holders in proportion to their wealth and turn it over to the proper
officers for expenditure. When roads were yet simple things, before they had become elaborate and
complicated structures, that might have been done. Practically, however, even then the working of the roads
was a farce; men sat around, told stories, retailed the neighborhood gossip and smoked their pipes or
whittled sticks, while the horses hitched to the scraper or plow stood limp with one hip lower than the other,
eyes half shut lazily swishing at the flies with their long tails. Soon the necessary hours were passed, their
poll or road tax had been “worked out.” The roadway was left in an almost impassable condition to be
gradually worn smooth during the intervening six months until it came time again to work the roads. To
most of those old timers the working of the road was a necessary evil and done only because the law
required it. When occasionally a road supervisor insisted on a full day’s work for a day’s credit he was a
skinflint and at the next election lost his job.
The tremendous amount of money necessary to construct present types of roads must, in the long run, be
obtained from the citizens through some medium of taxation. A tax is a compulsory contribution levied
upon persons, property, business, occupations, privileges, or enjoyment of the people for the support of
government or governmental functions. When levied upon persons it is usually called a poll or head tax;
when upon property, a property tax; when upon business it may be a capital tax, sales tax or an income tax;
when upon occupations, an occupation tax; when upon privileges, a license; and when upon enjoyment, a
pleasure tax. A good many of them may be lumped together under the name of revenue taxes. Some are
collected personally by a specified officer of the government, while others are collected indirectly by the
sale of stamps which are attached to the article or transaction taxed.
Taxes may also be classified as direct, indirect and special, all of which are of great importance to the
highway.
Direct Taxes. —Direct taxes are levied directly upon property or persons. State laws usually prescribe
that general property taxes shall be levied uniformly over the assessed values of the district concerned. A
poll tax is levied on all persons of a particular age or class, as all able-bodied males between the ages of
twenty-one and fifty years. An income tax is levied according to some prescribed rule on the annual
incomes of persons and corporations. An income tax is really a tax on business, either present or past.
In either case, whether the levy is on his poll, upon the assessed valuation of his property, or upon his
declared income, the taxpayer contributes, theoretically at least, in direct proportion to his ability to pay.
The amount of the tax is definitely ascertained some little time in advance of payment and is collected
directly by an officer of government.
companies interested in lumbering, mining, or other enterprises therein, and thrown open to the general use
of the public. Here the companies figure that the benefit to be derived by them more than balances the
expense. Furthermore, the use of them by the public, while a minor consideration as far as the road itself is
concerned, is a means of maintaining a friendly feeling with the inhabitants.
Turnpike or toll roads, as has already been pointed out, were very extensively built in the days preceding
the advent of the steam railway. These were built with money raised by the ordinary methods for financing
industrial enterprises. A good many thousands of miles of such roads were chartered and constructed by
private capital amounting to millions of dollars before the steel tracks put them out of business. Only a few
now remain in Pennsylvania and Virginia with now and then scattered short stretches of roadway, and
bridges over larger streams elsewhere, and ere long they, too, will be taken over by the states and become a
part of the great public highway. As late as 1915 a private toll road in Tuolumne County, California,
operated by a mining company was purchased by the state and nation, a portion of it being within the
Yosemite National Park, and made a part of the California state system. The people will never be content to
go back to the inconvenience of being stopped by a turnpike every 4 or 5 miles to pay a toll amounting in
many cases from 1 to 2 cents per ton-mile, when the same amount of money in the form of licenses and
taxes will keep up magnificent systems of public “free” highways.
Public Financing. —Every civic government has its methods for the collection of revenue to pay its
necessary expenses. One of the easiest things theoretically to do, then, is to collect by a tax on the property
of the district—state, county, township—sufficient money to meet expenses, including the building and
maintenance of roads, from the property holders in proportion to their wealth and turn it over to the proper
officers for expenditure. When roads were yet simple things, before they had become elaborate and
complicated structures, that might have been done. Practically, however, even then the working of the roads
was a farce; men sat around, told stories, retailed the neighborhood gossip and smoked their pipes or
whittled sticks, while the horses hitched to the scraper or plow stood limp with one hip lower than the other,
eyes half shut lazily swishing at the flies with their long tails. Soon the necessary hours were passed, their
poll or road tax had been “worked out.” The roadway was left in an almost impassable condition to be
gradually worn smooth during the intervening six months until it came time again to work the roads. To
most of those old timers the working of the road was a necessary evil and done only because the law
required it. When occasionally a road supervisor insisted on a full day’s work for a day’s credit he was a
skinflint and at the next election lost his job.
The tremendous amount of money necessary to construct present types of roads must, in the long run, be
obtained from the citizens through some medium of taxation. A tax is a compulsory contribution levied
upon persons, property, business, occupations, privileges, or enjoyment of the people for the support of
government or governmental functions. When levied upon persons it is usually called a poll or head tax;
when upon property, a property tax; when upon business it may be a capital tax, sales tax or an income tax;
when upon occupations, an occupation tax; when upon privileges, a license; and when upon enjoyment, a
pleasure tax. A good many of them may be lumped together under the name of revenue taxes. Some are
collected personally by a specified officer of the government, while others are collected indirectly by the
sale of stamps which are attached to the article or transaction taxed.
Taxes may also be classified as direct, indirect and special, all of which are of great importance to the
highway.
Direct Taxes. —Direct taxes are levied directly upon property or persons. State laws usually prescribe
that general property taxes shall be levied uniformly over the assessed values of the district concerned. A
poll tax is levied on all persons of a particular age or class, as all able-bodied males between the ages of
twenty-one and fifty years. An income tax is levied according to some prescribed rule on the annual
incomes of persons and corporations. An income tax is really a tax on business, either present or past.
In either case, whether the levy is on his poll, upon the assessed valuation of his property, or upon his
declared income, the taxpayer contributes, theoretically at least, in direct proportion to his ability to pay.
The amount of the tax is definitely ascertained some little time in advance of payment and is collected
directly by an officer of government.
Page 288
The levying of labor or poll taxes on persons living within a particular road district easily expanded to
the levying of property taxes to care for the local roads. However, as the cost of road building and
maintenance increased the fronting or contiguous property could not stand the entire burden, the zone of
taxation was widened to include larger areas, the township, the county or the state, depending on the
importance of the highway.
Indirect Taxes. —Indirect taxes are those not levied upon the various persons or the property of the
district, but are placed upon some article of consumption or some article of manufacture, upon imports and
exports, or some privilege or pleasure. The government does not look to each individual for its money, but
to the seller or manufacturer or importer of the article taxed, or the licensee, or the operator of the theater or
other pleasure resort. The amount of the tax is added to the price at which the article is sold or to the fee
charged so that it is at last borne by the ultimate consumer, in proportion to his consumption of the article
taxed, or the privilege enjoyed.
Federal aid moneys all come from indirect taxes, for the Constitution forbids the national government to
levy direct taxes.
In Alaska 65 per cent. of the “Alaska Fund,” a fund derived from all returns from liquor, occupation or
trade licenses obtained outside incorporated towns, must by Congressional law of 1905-1906; be spent in
Alaska for roads, trails, and bridges.
License fees on motor cars and sales taxes on gasoline belong to the class of indirect taxes, and are
attempts to charge the user of the road in proportion to the wear and tear produced by him or his
consumption of it. If the motor car is an express truck, a bus, or a taxicab the tax is passed on to the patron,
and this patron charges it to the cost of living and attempts to pass it on to his employer through increased
wages or those who do business with him. It is finally paid for by that visionary personage the ultimate
consumer—everybody.
Special Taxes. —Special taxes are those levied upon property for a particular improvement that is
demanded by public interest. They are not uniform but must be levied in proportion to the benefits accruing
to the property from the improvement. This class of taxes is very popular for financing the building of roads
and the paving of streets as well as other public construction. The area adjacent to the road or pavement for
a certain specified distance back, or possibly, halfway to the next thoroughfare, is assessed for the
improvement and in road work is technically known as “fronting property.” Each piece of fronting property
is required to pay toward the whole cost of improvement an amount proportional to the benefits derived
from the improvement.
These benefits evidently decrease as the distance from the improvement increases. They may not always
vary in the same ratio, but appraisers will usually follow some definite rule and deviate from it only in
extreme cases and as local conditions demand. That they should not decrease directly as the distance but in
some geometrical ratio, most engineers agree. Law courts have frequently upheld assessments made upon
some such basis.
For the purpose of initiating an improvement by petition it is customary to adopt a fixed scale for the
measure of the benefits, based upon distance, that will probably be derived from the improvement. Some
legislative bodies have enacted definite rules for evaluating “influence” in petitioning. Generally the rule is
based upon some mathematical variation. For example that the assessed value or influence of property of
uniform width extending back from the roadway shall vary as the square root of the maximum distance
back. In the figure on page 313, a lot of one-unit area fronting the street is given a value of 31.62. This is
from the mathematical formula
y2 = 1000x
where y represents the assessed value or influence in petitioning, and x, the distance back, considering the
value of y = 100 for x = 10.
To draw the curve mark off on a straight line ten equal distances; at the mid-point of these distances or
units erect perpendiculars. From the formula calculate values for y as shown in the table; lay these off on
the verticals and plot the curve through their extremities. To clarify this some, suppose that upon the center
of the first space, there being one unit area or lot here, there is stacked up the value of the assessed benefits
32 (31.62) silver dollars. On the next space, since there are two lots extending back from the street, the
the levying of property taxes to care for the local roads. However, as the cost of road building and
maintenance increased the fronting or contiguous property could not stand the entire burden, the zone of
taxation was widened to include larger areas, the township, the county or the state, depending on the
importance of the highway.
Indirect Taxes. —Indirect taxes are those not levied upon the various persons or the property of the
district, but are placed upon some article of consumption or some article of manufacture, upon imports and
exports, or some privilege or pleasure. The government does not look to each individual for its money, but
to the seller or manufacturer or importer of the article taxed, or the licensee, or the operator of the theater or
other pleasure resort. The amount of the tax is added to the price at which the article is sold or to the fee
charged so that it is at last borne by the ultimate consumer, in proportion to his consumption of the article
taxed, or the privilege enjoyed.
Federal aid moneys all come from indirect taxes, for the Constitution forbids the national government to
levy direct taxes.
In Alaska 65 per cent. of the “Alaska Fund,” a fund derived from all returns from liquor, occupation or
trade licenses obtained outside incorporated towns, must by Congressional law of 1905-1906; be spent in
Alaska for roads, trails, and bridges.
License fees on motor cars and sales taxes on gasoline belong to the class of indirect taxes, and are
attempts to charge the user of the road in proportion to the wear and tear produced by him or his
consumption of it. If the motor car is an express truck, a bus, or a taxicab the tax is passed on to the patron,
and this patron charges it to the cost of living and attempts to pass it on to his employer through increased
wages or those who do business with him. It is finally paid for by that visionary personage the ultimate
consumer—everybody.
Special Taxes. —Special taxes are those levied upon property for a particular improvement that is
demanded by public interest. They are not uniform but must be levied in proportion to the benefits accruing
to the property from the improvement. This class of taxes is very popular for financing the building of roads
and the paving of streets as well as other public construction. The area adjacent to the road or pavement for
a certain specified distance back, or possibly, halfway to the next thoroughfare, is assessed for the
improvement and in road work is technically known as “fronting property.” Each piece of fronting property
is required to pay toward the whole cost of improvement an amount proportional to the benefits derived
from the improvement.
These benefits evidently decrease as the distance from the improvement increases. They may not always
vary in the same ratio, but appraisers will usually follow some definite rule and deviate from it only in
extreme cases and as local conditions demand. That they should not decrease directly as the distance but in
some geometrical ratio, most engineers agree. Law courts have frequently upheld assessments made upon
some such basis.
For the purpose of initiating an improvement by petition it is customary to adopt a fixed scale for the
measure of the benefits, based upon distance, that will probably be derived from the improvement. Some
legislative bodies have enacted definite rules for evaluating “influence” in petitioning. Generally the rule is
based upon some mathematical variation. For example that the assessed value or influence of property of
uniform width extending back from the roadway shall vary as the square root of the maximum distance
back. In the figure on page 313, a lot of one-unit area fronting the street is given a value of 31.62. This is
from the mathematical formula
y2 = 1000x
where y represents the assessed value or influence in petitioning, and x, the distance back, considering the
value of y = 100 for x = 10.
To draw the curve mark off on a straight line ten equal distances; at the mid-point of these distances or
units erect perpendiculars. From the formula calculate values for y as shown in the table; lay these off on
the verticals and plot the curve through their extremities. To clarify this some, suppose that upon the center
of the first space, there being one unit area or lot here, there is stacked up the value of the assessed benefits
32 (31.62) silver dollars. On the next space, since there are two lots extending back from the street, the
Page 289
stack would contain 45 (44.72) silver dollars—continue this for each space and for the number of lots
extending back. A curved line passing through the tops of the stacks representing the assessed values will be
the influence curve plotted.
x y2 y
1 1,000 31.62
2 2,000 44.72
3 3,000 54.77
4 4,000 63.25
5 5,000 70.71
6 6,000 77.46
7 7,000 83.67
8 8,000 89.44
9 9,000 94.87
10 10,000 100.00
Assessment curve.
For the purpose of initiating an improvement the unit in which the prospective benefits are to be
measured is usually adopted by the governing or assessing authorities. Dollars will not do because the cost
extending back. A curved line passing through the tops of the stacks representing the assessed values will be
the influence curve plotted.
x y2 y
1 1,000 31.62
2 2,000 44.72
3 3,000 54.77
4 4,000 63.25
5 5,000 70.71
6 6,000 77.46
7 7,000 83.67
8 8,000 89.44
9 9,000 94.87
10 10,000 100.00
Assessment curve.
For the purpose of initiating an improvement the unit in which the prospective benefits are to be
measured is usually adopted by the governing or assessing authorities. Dollars will not do because the cost
Page 290
will not be known until after the improvement has been finished. In the case of roads and streets the unit
quite generally used is the “front-foot.” The number of front-feet in any paving district will be the same as
the number of abutting feet along the street to be improved. A different definition for “front-foot” is given
on page 318. The petitioning power or influence of the several properties constituting the whole frontage is
proportional to the number of front-feet assigned to each property, and these are assigned according to the
adopted rule which is supposed more or less closely to measure the benefits to be derived from the
improvement.
When it comes to paying for the improvement the total cost up to the time of payment, including all
charges against the district of whatsoever character, is divided by the number of front-feet giving the cost
per front-foot, from which may readily be determined the cost to be assessed to each property according to
the number of front-feet assigned to it.
To illustrate this more concretely, consider a road one mile long. Its abutting length is 2 miles, one on
each side, or 10,560 feet. The total number of units of influence in the whole assessed area, and the number
of units of assessed benefits, is 10,560 front-feet. The number of these units assigned or assessed to a
particular plot of land is technically called its “frontage.” Since all land for a specified distance from the
roadway must share in the benefits and in the cost, therefore, a piece of property may have frontage even
though it does not touch the street or roadway to be improved.
In order to facilitate computation, more or less arbitrary variations are made from the theoretical curve of
assessment thought to be ideal. Each infinitesimal portion of land bears a different assessment value
according to its position in relation to the improvement. It would be impracticable to divide the land into an
infinite number of strips of infinitesimal width and calculate the assessment for each. This could be done by
mathematical analysis if all the boundary lines were straight lines and mathematical curves, but the work
would be even then too laborious to pay. It is customary to divide the assessed territory along each side of
the roadway into zones with edges parallel to the road, and to each zone is given a weight or proportional
part of all the assessed value. The weights are obtained from the mathematical curve and are given values
corresponding approximately with theoretical calculations.
Zone Weights. —To determine the proper zone weights the influence curve is plotted as in figure on
page 319. The base line, AB, is divided into as many parts as it is desired to have zones; from the mid-point
of each part a perpendicular to the base line is erected to meet the curve, shown in the table, as mid-
ordinates. These are each multiplied by 100 and divided by the longest, in the case of five zones, 94.85, to
get them into percentages of the whole. These are now adjusted to near numbers for easy multiplication. For
example, to multiply by 331⁄3 add two ciphers and divide by 3; to multiply by 25 add two ciphers and divide
by 4; and so on.
Five-zone Table
Mid- Per- Adjusted
Zone ordinate centage Weight Weight Sum
1 31.62 33.3 33.3 331⁄3 331⁄3
2 54.77 57.7 24.4 25 581⁄3
3 70.71 74.6 18.9 162⁄3 75
4 83.67 88.5 13.9 15 90
5 94.87 100.0 11.5 10 100
To get weights for six zones take the mid-ordinates at 81⁄3, 25, 412⁄3, 581⁄3, 75, and 912⁄3, as follows:
Another
Mid- Per- Adjusted Adjusted
Zone ordinate centage Weight Weight Sum Weight Sum
1 28.86 31 31 30 30 331⁄3 331⁄2
2 50.00 52 21 20 50 20 531⁄3
3 64.45 67 15 15 65 162⁄3 70
4 76.70 80 13 121⁄2 771⁄2 10 80
5 87.02 91 11 121⁄2 90 10 90
6 95.73 100 9 10 100 10 100
To Calculate the Frontage.
quite generally used is the “front-foot.” The number of front-feet in any paving district will be the same as
the number of abutting feet along the street to be improved. A different definition for “front-foot” is given
on page 318. The petitioning power or influence of the several properties constituting the whole frontage is
proportional to the number of front-feet assigned to each property, and these are assigned according to the
adopted rule which is supposed more or less closely to measure the benefits to be derived from the
improvement.
When it comes to paying for the improvement the total cost up to the time of payment, including all
charges against the district of whatsoever character, is divided by the number of front-feet giving the cost
per front-foot, from which may readily be determined the cost to be assessed to each property according to
the number of front-feet assigned to it.
To illustrate this more concretely, consider a road one mile long. Its abutting length is 2 miles, one on
each side, or 10,560 feet. The total number of units of influence in the whole assessed area, and the number
of units of assessed benefits, is 10,560 front-feet. The number of these units assigned or assessed to a
particular plot of land is technically called its “frontage.” Since all land for a specified distance from the
roadway must share in the benefits and in the cost, therefore, a piece of property may have frontage even
though it does not touch the street or roadway to be improved.
In order to facilitate computation, more or less arbitrary variations are made from the theoretical curve of
assessment thought to be ideal. Each infinitesimal portion of land bears a different assessment value
according to its position in relation to the improvement. It would be impracticable to divide the land into an
infinite number of strips of infinitesimal width and calculate the assessment for each. This could be done by
mathematical analysis if all the boundary lines were straight lines and mathematical curves, but the work
would be even then too laborious to pay. It is customary to divide the assessed territory along each side of
the roadway into zones with edges parallel to the road, and to each zone is given a weight or proportional
part of all the assessed value. The weights are obtained from the mathematical curve and are given values
corresponding approximately with theoretical calculations.
Zone Weights. —To determine the proper zone weights the influence curve is plotted as in figure on
page 319. The base line, AB, is divided into as many parts as it is desired to have zones; from the mid-point
of each part a perpendicular to the base line is erected to meet the curve, shown in the table, as mid-
ordinates. These are each multiplied by 100 and divided by the longest, in the case of five zones, 94.85, to
get them into percentages of the whole. These are now adjusted to near numbers for easy multiplication. For
example, to multiply by 331⁄3 add two ciphers and divide by 3; to multiply by 25 add two ciphers and divide
by 4; and so on.
Five-zone Table
Mid- Per- Adjusted
Zone ordinate centage Weight Weight Sum
1 31.62 33.3 33.3 331⁄3 331⁄3
2 54.77 57.7 24.4 25 581⁄3
3 70.71 74.6 18.9 162⁄3 75
4 83.67 88.5 13.9 15 90
5 94.87 100.0 11.5 10 100
To get weights for six zones take the mid-ordinates at 81⁄3, 25, 412⁄3, 581⁄3, 75, and 912⁄3, as follows:
Another
Mid- Per- Adjusted Adjusted
Zone ordinate centage Weight Weight Sum Weight Sum
1 28.86 31 31 30 30 331⁄3 331⁄2
2 50.00 52 21 20 50 20 531⁄3
3 64.45 67 15 15 65 162⁄3 70
4 76.70 80 13 121⁄2 771⁄2 10 80
5 87.02 91 11 121⁄2 90 10 90
6 95.73 100 9 10 100 10 100
To Calculate the Frontage.
Page 291
—As has already been stated, in some states in order to initiate a road improvement to be paid for by
special assessment a petition for the same signed by the owners of a majority of the frontage is necessary.
To determine the frontage for this petition general rules are laid down by proper authority or laws enacted,
stating the necessary procedure and the weights allowed for calculating frontage based upon distance from
the roadway to be improved. In one state the land up to a distance of 2 miles back on each side of the
roadway may be formed into an improvement district which constitutes the fronting territory or frontage.
The frontage on each side of the roadway is divided into four zones equal in width. The first zone, the one
nearest the road, has a weight of 50, or it may be said to contain 50 per cent. of the total frontage; the
second zone has a weight of 25, or contains 25 per cent. of the frontage; the third, 15 per cent.; and the
fourth, 10 per cent. Along a mile of the road there are, of course, two miles or 10,560 front-feet frontage.
This 10,560 front-feet is not considered to be uniformly distributed over the entire 4 square miles (assuming
the district 2 miles each side the road) of assessed territory abutting the mile of roadway. Nor to be
decreased according to the mathematical laws stated above. But the distribution is by arbitrary rule laid
down by legislative authority. In this particular case, assuming a straight roadway and equal zones, the first
one will contain 50 per cent. of 10,560 = 5280 front feet. Since the actual area of the zone is 1 square mile =
640 acres, there are 5280 ÷ 640 = 81⁄4 front-feet per acre in this zone. The table will show similar results for
each of the four zones:
Front Front-feet for varying acreages
feet 1 10 20 40 80 160
Zone Weight per mile acre acres acres acres acres acres
1 50 5280 8.250 82.50 165.0 330 660 1320
2 25 2640 4.125 41.25 82.5 165 330 660
3 15 1584 2.475 24.75 49.5 99 198 396
4 10 1056 1.650 16.50 33.0 66 132 264
As an illustration, suppose two taxpayers have farms of exactly the same size, 800 acres each, but placed
differently in regard to the road, see figure below. Their influences or petitioning power may be calculated
in front-feet from the preceding table thus:
Assessment Influence
Two farms of the same shape but situated differently with regard to the improved highway have different “petitioning influences”
and are assessed differently for improvements. Farm A is in contact with the road for 5280 ft., and has an influence or assessment
value of 4158 front-feet. Farm B is in contact 1320 ft. and has an assessment value of 2442 front-feet.
Farm A Farm B
Influence Influence
Zone Weight Acres Front-Feet Acres Front-Feet
special assessment a petition for the same signed by the owners of a majority of the frontage is necessary.
To determine the frontage for this petition general rules are laid down by proper authority or laws enacted,
stating the necessary procedure and the weights allowed for calculating frontage based upon distance from
the roadway to be improved. In one state the land up to a distance of 2 miles back on each side of the
roadway may be formed into an improvement district which constitutes the fronting territory or frontage.
The frontage on each side of the roadway is divided into four zones equal in width. The first zone, the one
nearest the road, has a weight of 50, or it may be said to contain 50 per cent. of the total frontage; the
second zone has a weight of 25, or contains 25 per cent. of the frontage; the third, 15 per cent.; and the
fourth, 10 per cent. Along a mile of the road there are, of course, two miles or 10,560 front-feet frontage.
This 10,560 front-feet is not considered to be uniformly distributed over the entire 4 square miles (assuming
the district 2 miles each side the road) of assessed territory abutting the mile of roadway. Nor to be
decreased according to the mathematical laws stated above. But the distribution is by arbitrary rule laid
down by legislative authority. In this particular case, assuming a straight roadway and equal zones, the first
one will contain 50 per cent. of 10,560 = 5280 front feet. Since the actual area of the zone is 1 square mile =
640 acres, there are 5280 ÷ 640 = 81⁄4 front-feet per acre in this zone. The table will show similar results for
each of the four zones:
Front Front-feet for varying acreages
feet 1 10 20 40 80 160
Zone Weight per mile acre acres acres acres acres acres
1 50 5280 8.250 82.50 165.0 330 660 1320
2 25 2640 4.125 41.25 82.5 165 330 660
3 15 1584 2.475 24.75 49.5 99 198 396
4 10 1056 1.650 16.50 33.0 66 132 264
As an illustration, suppose two taxpayers have farms of exactly the same size, 800 acres each, but placed
differently in regard to the road, see figure below. Their influences or petitioning power may be calculated
in front-feet from the preceding table thus:
Assessment Influence
Two farms of the same shape but situated differently with regard to the improved highway have different “petitioning influences”
and are assessed differently for improvements. Farm A is in contact with the road for 5280 ft., and has an influence or assessment
value of 4158 front-feet. Farm B is in contact 1320 ft. and has an assessment value of 2442 front-feet.
Farm A Farm B
Influence Influence
Zone Weight Acres Front-Feet Acres Front-Feet
Page 292
1 50 320 2640 80 660
2 25 240 990 160 660
3 15 160 396 240 594
4 10 80 132 320 528
Total 800 4158 800 2442
Contact Feet 5280 1320
Procedure with Unequal Zones or Irregular Lots. —Where the zones are not equal in area or the
property lines do not intersect the roadway at right angles or the lots are irregular in shape, the method of
procedure is not quite so simple, although the principle is the same. While it is customary to make the zones
of uniform width this is not absolutely necessary. Likewise the ratio of weights vary with different states
and cities. One city uses 331⁄3, 20, 162⁄3, 10, 10, 10 for the weights in its six zones; another uses 331⁄3, 25,
162⁄3, 15 and 10. Neither of these, as shown in the tables on pages 315 and 316 varies materially from the
theoretical ratio.
Using the latter of these ratios a small district has been worked out as shown in the figure and table on
page 320. Incidentally this also shows a good method of recording lot assessments during the process of
computations. The work is readily checked. The sum of the lot areas must equal the sum of the zone areas
and that of the whole district. The sums of the weighted areas for the same divisions must balance. The
sums of front-feet likewise. Also cross and vertical summations may be made to check.
Second Method of Apportioning Assessments. —A second method based upon a different definition
has something in its favor. If the front-foot is defined as a lot 1 foot wide measured in the direction of the
street extending directly back through all the zones to the limit of the assessed area it will have a weighed
area of W1z1 + W2z2 + W3z3 ... and so on, where W1 represents the weight of the zone, whose width is z1, and
W2 the weight of the zone, width z2, etc. If z1 = z2 = z3 ... etc., as is usually the case the weighted area of 1
front-foot is (W1 + W2 + W3 ... ) z = Wz = 100z, since W is always = 100. The total number of front-feet in
the district, or in any lot, will be the number of weighted feet in the district or in the lot, divided by 100z. In
2 25 240 990 160 660
3 15 160 396 240 594
4 10 80 132 320 528
Total 800 4158 800 2442
Contact Feet 5280 1320
Procedure with Unequal Zones or Irregular Lots. —Where the zones are not equal in area or the
property lines do not intersect the roadway at right angles or the lots are irregular in shape, the method of
procedure is not quite so simple, although the principle is the same. While it is customary to make the zones
of uniform width this is not absolutely necessary. Likewise the ratio of weights vary with different states
and cities. One city uses 331⁄3, 20, 162⁄3, 10, 10, 10 for the weights in its six zones; another uses 331⁄3, 25,
162⁄3, 15 and 10. Neither of these, as shown in the tables on pages 315 and 316 varies materially from the
theoretical ratio.
Using the latter of these ratios a small district has been worked out as shown in the figure and table on
page 320. Incidentally this also shows a good method of recording lot assessments during the process of
computations. The work is readily checked. The sum of the lot areas must equal the sum of the zone areas
and that of the whole district. The sums of the weighted areas for the same divisions must balance. The
sums of front-feet likewise. Also cross and vertical summations may be made to check.
Second Method of Apportioning Assessments. —A second method based upon a different definition
has something in its favor. If the front-foot is defined as a lot 1 foot wide measured in the direction of the
street extending directly back through all the zones to the limit of the assessed area it will have a weighed
area of W1z1 + W2z2 + W3z3 ... and so on, where W1 represents the weight of the zone, whose width is z1, and
W2 the weight of the zone, width z2, etc. If z1 = z2 = z3 ... etc., as is usually the case the weighted area of 1
front-foot is (W1 + W2 + W3 ... ) z = Wz = 100z, since W is always = 100. The total number of front-feet in
the district, or in any lot, will be the number of weighted feet in the district or in the lot, divided by 100z. In
Page 293
the district represented on p. 320, the number of front-feet is the total frontage, 1,936,000 divided by 4000
= 484; and for each lot the amount shown in the table. The results obtained by the two methods are directly
proportional, so that either may be used for making assessments. In fact they are proportional to the
weighted areas, so that the weighted areas may be used instead of the front-feet if desired.
Rule for Assessment. —To get the assessment for any particular lot divide the total cost of the
improvement by the total number of front-feet in the district and multiply the quotient by the number of
front-feet in the lot.
ZONES LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
WTD. WTD. WTD. WTD. WTD. WTD. WTD. WTD.
ZONE WT. AREA AREA AREA AREA AREA AREA AREA AREA AREA AREA AREA AREA AREA AREA AREA AREA
1 391⁄3 22,800 760,000 4800 160,000 3600 120,000 2400 80,000 3000 100,000 3000 100,000 6000 200,000
2 25 20,400 510,000 2400 60,000 3600 90,000 2400 60,000 3000 75,000 3000 75,000 6000 150,000
3 162⁄3 18,000 300,000 300 5,000 3300 55,000 2400 40,000 3000 50,000 3000 50,000 3000 50,000 3000 50,000
4 15 15,600 234,000 1200 18,000 2400 36,000 3000 45,000 3000 45,000 6000 90,000
5 10 13,200 132,000 1200 12,000 3000 30,000 3000 30,000 6000 60,000
Total 90,000 1,936,000 7500 225,000 11700 283,000 10800 228,000 15000 300,000 15000 300,000 15000 400,000 15000 200,000
Front Feet 1st Method 600 69.73 87.71 70.66 92.97 92.97 123.97 61.99
Front Feet 2nd Method 484 56.25 70.75 57.00 75.00 75.00 100.00 50.00
First Method
Front-Feet = 600
Weighted Area per front Foot =
1,936,000 = 32262⁄
3
600
Lot frontage = Weighted area of
Lot ÷ 32262⁄3
Second Method
1,936,000
Front Feet = = 484
4000
Frontage of each lot = weighted
area of lot ÷ 4000
It should be remembered that the assessment of cost must be in proportion to the benefits to be derived
from the improvement. The assessors will therefore have to use sound judgment and modify the
mathematical results if deemed wise. As a rule it is best never to deviate, though, unless there are
extraordinary good reasons.
Miscellaneous Sources of Revenue. —A few years ago much was said relative to the right of a city to
take a portion of the earnings of public service corporations as compensation to the public for the use of its
streets. Many cities granted franchises under such agreements and until the automobile depleted the
earnings of street railways and the general costs of manufacturing gas and electricity went up received
considerable revenue from these public utility organizations. While in most cities this went into the general
fund money was usually appropriated from that fund for street maintenance and improvement, so indirectly,
= 484; and for each lot the amount shown in the table. The results obtained by the two methods are directly
proportional, so that either may be used for making assessments. In fact they are proportional to the
weighted areas, so that the weighted areas may be used instead of the front-feet if desired.
Rule for Assessment. —To get the assessment for any particular lot divide the total cost of the
improvement by the total number of front-feet in the district and multiply the quotient by the number of
front-feet in the lot.
ZONES LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
WTD. WTD. WTD. WTD. WTD. WTD. WTD. WTD.
ZONE WT. AREA AREA AREA AREA AREA AREA AREA AREA AREA AREA AREA AREA AREA AREA AREA AREA
1 391⁄3 22,800 760,000 4800 160,000 3600 120,000 2400 80,000 3000 100,000 3000 100,000 6000 200,000
2 25 20,400 510,000 2400 60,000 3600 90,000 2400 60,000 3000 75,000 3000 75,000 6000 150,000
3 162⁄3 18,000 300,000 300 5,000 3300 55,000 2400 40,000 3000 50,000 3000 50,000 3000 50,000 3000 50,000
4 15 15,600 234,000 1200 18,000 2400 36,000 3000 45,000 3000 45,000 6000 90,000
5 10 13,200 132,000 1200 12,000 3000 30,000 3000 30,000 6000 60,000
Total 90,000 1,936,000 7500 225,000 11700 283,000 10800 228,000 15000 300,000 15000 300,000 15000 400,000 15000 200,000
Front Feet 1st Method 600 69.73 87.71 70.66 92.97 92.97 123.97 61.99
Front Feet 2nd Method 484 56.25 70.75 57.00 75.00 75.00 100.00 50.00
First Method
Front-Feet = 600
Weighted Area per front Foot =
1,936,000 = 32262⁄
3
600
Lot frontage = Weighted area of
Lot ÷ 32262⁄3
Second Method
1,936,000
Front Feet = = 484
4000
Frontage of each lot = weighted
area of lot ÷ 4000
It should be remembered that the assessment of cost must be in proportion to the benefits to be derived
from the improvement. The assessors will therefore have to use sound judgment and modify the
mathematical results if deemed wise. As a rule it is best never to deviate, though, unless there are
extraordinary good reasons.
Miscellaneous Sources of Revenue. —A few years ago much was said relative to the right of a city to
take a portion of the earnings of public service corporations as compensation to the public for the use of its
streets. Many cities granted franchises under such agreements and until the automobile depleted the
earnings of street railways and the general costs of manufacturing gas and electricity went up received
considerable revenue from these public utility organizations. While in most cities this went into the general
fund money was usually appropriated from that fund for street maintenance and improvement, so indirectly,
Page 294
at least, the roadways profited. In the large cities franchises for the use of the public streets at, above, or
beneath the surface are sufficiently valuable to warrant good returns to the public. It seems logical that such
money be used for street improvements. Bus and truck lines fall directly under this head, and since they are
very largely conducive to the distruction of pavements, it would seem as though they ought to pay for at
least a part of this damage. The tax might be graduated according to weight as is now in most states the
automobile license tax.
A number of cities are entering the commercial and industrial enterprises such as the sale of water, gas,
electricity, ice and coal. While usually these are operated on a low margin so as not to make money there is
nevertheless, here, an opportunity to secure necessary funds for public improvements. And if the operation
of these enterprises is such that private competitors can make reasonable profits the people will be the
gainer by having more available funds for worthy objects. It may not be the proper province of the
government to go into gainful enterprises in competition with its own citizens. In fact, public opinion in
America has been so one-sided on such questions that wherever private enterprises have been taken over by
the states or the nation they have thereafter been conducted free or at the bare cost of operation. The
turnpike roads were bought by the states and made part of the free public road system. Cities like Cleveland
and San Francisco have handled their street railways at the bare cost of operation. Efforts are being made to
make the Panama Canal free to certain classes of commercial shipping. Government land reclamation by
irrigation and drainage has been made so that it could be paid for by the settlers in small amounts, running
through long periods of time. But notwithstanding all this there is an awakening to the possibilities that may
come from the development and operation by government of resources that were formerly considered fair
game for private exploitation.
Such disputes as the two nation-wide industrial strikes of 1922, the coal miners and the railway
craftsmen, are rapidly forcing those not directly connected with the “operators” or the “strikers” to the
opinion that government ownership is the remedy for industrial ailments of this character. They point to the
Post Office Department as an argument in favor. While it is a fact there has been no trouble so far with
postoffice employees, it does not follow that the same would be true with the railway, coal mining, and
cotton industries. And if the Government should begin taking over industrial and commercial enterprises,
where would be the end of such paternalism, and would it lead to sovietism? It is barely possible that
governmental regulation has already gone too far.
But, nevertheless, from some such sources as have been mentioned or from a sales tax on gasoline may
eventually come a relief to the burden of taxation which now and increasingly so in the future must
otherwise be borne by the land.
Bonds. —It is not always possible to raise by taxes sufficient money to make public improvements on a
pay-as-you-go basis. It would not be economical to attempt to pave one-tenth the width of a street each
year. One patch would be worn out before the next is put down. The whole must be done at the same time
in order not to be vastly wasteful. And, in order to enjoy the improvement while money is being collected
for its payment, the municipality must resort to borrowing. It is also argued that since future generations
will enjoy the improvement they should be required to help pay for the same. The indebtedness represented
by the bonds become a lien against the assessed property in the state, county, township, or district over
which they have been laid. The taxes to pay off the bonds will be levied uniformly over all property or
specially in proportion to accruing benefits according to conditions prescribed at the time the improvements
were made.
Kinds of Bonds. —Bonds are certificates of indebtedness by means of which the repayment of borrowed
money may be spread over a series of years. They are classified as Sinking Fund, Annuity and Serial,
depending on their manner of payment.
Sinking fund bonds are paid as a whole at the end of their term, interest being paid annually, or at some
other fixed regular period, upon their face value. The name arises because of the custom of establishing a
sinking-fund into which a certain proportion of the debt is to be paid annually, and this loaned out so that at
the end of the period it will amount to the face of the bonds. Since there is always time lost between the
collection and loaning of the sinking fund money the interest derived therefrom will not usually be the same
as that of the bonds. For this reason and from the further fact that sinking funds are frequently drawn upon
beneath the surface are sufficiently valuable to warrant good returns to the public. It seems logical that such
money be used for street improvements. Bus and truck lines fall directly under this head, and since they are
very largely conducive to the distruction of pavements, it would seem as though they ought to pay for at
least a part of this damage. The tax might be graduated according to weight as is now in most states the
automobile license tax.
A number of cities are entering the commercial and industrial enterprises such as the sale of water, gas,
electricity, ice and coal. While usually these are operated on a low margin so as not to make money there is
nevertheless, here, an opportunity to secure necessary funds for public improvements. And if the operation
of these enterprises is such that private competitors can make reasonable profits the people will be the
gainer by having more available funds for worthy objects. It may not be the proper province of the
government to go into gainful enterprises in competition with its own citizens. In fact, public opinion in
America has been so one-sided on such questions that wherever private enterprises have been taken over by
the states or the nation they have thereafter been conducted free or at the bare cost of operation. The
turnpike roads were bought by the states and made part of the free public road system. Cities like Cleveland
and San Francisco have handled their street railways at the bare cost of operation. Efforts are being made to
make the Panama Canal free to certain classes of commercial shipping. Government land reclamation by
irrigation and drainage has been made so that it could be paid for by the settlers in small amounts, running
through long periods of time. But notwithstanding all this there is an awakening to the possibilities that may
come from the development and operation by government of resources that were formerly considered fair
game for private exploitation.
Such disputes as the two nation-wide industrial strikes of 1922, the coal miners and the railway
craftsmen, are rapidly forcing those not directly connected with the “operators” or the “strikers” to the
opinion that government ownership is the remedy for industrial ailments of this character. They point to the
Post Office Department as an argument in favor. While it is a fact there has been no trouble so far with
postoffice employees, it does not follow that the same would be true with the railway, coal mining, and
cotton industries. And if the Government should begin taking over industrial and commercial enterprises,
where would be the end of such paternalism, and would it lead to sovietism? It is barely possible that
governmental regulation has already gone too far.
But, nevertheless, from some such sources as have been mentioned or from a sales tax on gasoline may
eventually come a relief to the burden of taxation which now and increasingly so in the future must
otherwise be borne by the land.
Bonds. —It is not always possible to raise by taxes sufficient money to make public improvements on a
pay-as-you-go basis. It would not be economical to attempt to pave one-tenth the width of a street each
year. One patch would be worn out before the next is put down. The whole must be done at the same time
in order not to be vastly wasteful. And, in order to enjoy the improvement while money is being collected
for its payment, the municipality must resort to borrowing. It is also argued that since future generations
will enjoy the improvement they should be required to help pay for the same. The indebtedness represented
by the bonds become a lien against the assessed property in the state, county, township, or district over
which they have been laid. The taxes to pay off the bonds will be levied uniformly over all property or
specially in proportion to accruing benefits according to conditions prescribed at the time the improvements
were made.
Kinds of Bonds. —Bonds are certificates of indebtedness by means of which the repayment of borrowed
money may be spread over a series of years. They are classified as Sinking Fund, Annuity and Serial,
depending on their manner of payment.
Sinking fund bonds are paid as a whole at the end of their term, interest being paid annually, or at some
other fixed regular period, upon their face value. The name arises because of the custom of establishing a
sinking-fund into which a certain proportion of the debt is to be paid annually, and this loaned out so that at
the end of the period it will amount to the face of the bonds. Since there is always time lost between the
collection and loaning of the sinking fund money the interest derived therefrom will not usually be the same
as that of the bonds. For this reason and from the further fact that sinking funds are frequently drawn upon
Page 295
for other purposes than that for which they were created this type of bonds is less economical than either of
the other two types.
The sinking fund which must be raised annually to discharge a debt of P dollars in n payments, if it can
be loaned at i per cent, is given by the formula:[197]
i
Sinking fund = .P
(1 + i)n - 1
To illustrate the use of the formula let the debt be $10,000, the average rate that can be expected from the
sinking fund 4 per cent, and the time five years. Substituting in the formula,
.04
S= .$10,000
(1 + .04)5 - 1
To solve, the denominator is first evaluated:
Log (1 + .04)5 = 5 log 1.04
= 5 × 0.017033
= 0.085165
Taking the antilog,
(1 + .04)5 = 1.21665
and
(1 + .04)5 - 1 = 0.21665
Then
0.4 × $10,000
S= = $1846.27.
0.21665
Annuity tables, which may be seen at nearly any bank or brokers’ office, or in Bulletin 136, U. S.
Department of Agriculture, give the annuity which will amount to 1 in five years at 4 per cent as
0.1846271; this multiplied by $10,000 gives $1846.27.
To the nearest cent the following tabular statement shows the growth of the sinking funds:
Annual Total
Sinking- Payments Sinking-
fund at Interest into fund
Beginning during Sinking- at End
Year of Year Year Fund of Year
1 0. 0. $1,846.27 $1,846.27
2 $1846.27 $73.85 1,846.27 3,766.39
3 3766.39 150.66 1,846.27 5,763.32
4 5763.32 230.53 1,846.27 7,840.12
5 7840.12 313.61 1,846.27 10,000.00
If this loan, the bonds, bore 5 per cent interest the cost to the borrower would have been the principal
plus the interest on principal less the interest on the sinking fund:
$10,000 + $2500 - $768.65 = $11,731.35;
or the interest on the loan plus the sinking-fund payments:
$2500 + $9231.25 = $11,731.35
Serial Bonds are such that a fixed amount of the principal is retired at definite periods of time. Usually
the amount retired is an aliquot part of the whole. The payments to be made at any particular time is the
the other two types.
The sinking fund which must be raised annually to discharge a debt of P dollars in n payments, if it can
be loaned at i per cent, is given by the formula:[197]
i
Sinking fund = .P
(1 + i)n - 1
To illustrate the use of the formula let the debt be $10,000, the average rate that can be expected from the
sinking fund 4 per cent, and the time five years. Substituting in the formula,
.04
S= .$10,000
(1 + .04)5 - 1
To solve, the denominator is first evaluated:
Log (1 + .04)5 = 5 log 1.04
= 5 × 0.017033
= 0.085165
Taking the antilog,
(1 + .04)5 = 1.21665
and
(1 + .04)5 - 1 = 0.21665
Then
0.4 × $10,000
S= = $1846.27.
0.21665
Annuity tables, which may be seen at nearly any bank or brokers’ office, or in Bulletin 136, U. S.
Department of Agriculture, give the annuity which will amount to 1 in five years at 4 per cent as
0.1846271; this multiplied by $10,000 gives $1846.27.
To the nearest cent the following tabular statement shows the growth of the sinking funds:
Annual Total
Sinking- Payments Sinking-
fund at Interest into fund
Beginning during Sinking- at End
Year of Year Year Fund of Year
1 0. 0. $1,846.27 $1,846.27
2 $1846.27 $73.85 1,846.27 3,766.39
3 3766.39 150.66 1,846.27 5,763.32
4 5763.32 230.53 1,846.27 7,840.12
5 7840.12 313.61 1,846.27 10,000.00
If this loan, the bonds, bore 5 per cent interest the cost to the borrower would have been the principal
plus the interest on principal less the interest on the sinking fund:
$10,000 + $2500 - $768.65 = $11,731.35;
or the interest on the loan plus the sinking-fund payments:
$2500 + $9231.25 = $11,731.35
Serial Bonds are such that a fixed amount of the principal is retired at definite periods of time. Usually
the amount retired is an aliquot part of the whole. The payments to be made at any particular time is the
Page 296
fixed portion of the principal plus the interest on the unpaid portion up to that date. The periods of
retirement are usually annual or semi-annual.
Assuming the principal to be P and that one nth part of it is paid each year, the formulas are:
Annual payment for the kth year
=P ( 1n + i (1 + 1 n- k )).
Interest for the kth year
(
= Pi 1 + 1 - k .
n
)
Total amount of interest to the end of the kth year
(
= Pik 1 +
1-k
2n
. )
Total amount of interest and principal paid up to the end of the kth year
= Pk ( 1n + i (1 + 12n- k )).
The following table shows how a debt of $10,000 bearing 5 per cent interest would be discharged by
equal annual payments in five years:
Principal Principal
at Repaid Total
Beginning Interest at end Annual
Year of Year for Year of Year Payment
1 $10,000 $500 $2,000 $2,500
2 8,000 400 2,000 2,400
3 6,000 300 2,000 2,300
4 4,000 200 2,000 2,200
5 2,000 100 2,000 2,100
Totals $1,500 $10,000 $11,500
Annuity Bonds are those wherein a uniform periodic payment is made to discharge the debt in a given
time. The formula for the necessary payment to discharge a debt of P, with interest rate i in n years is,
i
Annual payment = . P.
1 - (1 - i)-n
Results may be taken from books of tables already referred to or by means of logarithms the formula may
be solved. For example let it be required to discharge a debt of $10,000 in five equal payments, the rate of
interest being 5 per cent.
Solution:
(1 + i)-n = 1.05-5.
Log 1.05 = -0.021189
-5 Log 1.05 = -0.105945 = 9.894055 - 10
Log-1 (9.894055 - 10) = 0.783529
1 - 0.783529 = 0.216471
Log Annual Payment = Log i - Log 0.216471 + Log P
retirement are usually annual or semi-annual.
Assuming the principal to be P and that one nth part of it is paid each year, the formulas are:
Annual payment for the kth year
=P ( 1n + i (1 + 1 n- k )).
Interest for the kth year
(
= Pi 1 + 1 - k .
n
)
Total amount of interest to the end of the kth year
(
= Pik 1 +
1-k
2n
. )
Total amount of interest and principal paid up to the end of the kth year
= Pk ( 1n + i (1 + 12n- k )).
The following table shows how a debt of $10,000 bearing 5 per cent interest would be discharged by
equal annual payments in five years:
Principal Principal
at Repaid Total
Beginning Interest at end Annual
Year of Year for Year of Year Payment
1 $10,000 $500 $2,000 $2,500
2 8,000 400 2,000 2,400
3 6,000 300 2,000 2,300
4 4,000 200 2,000 2,200
5 2,000 100 2,000 2,100
Totals $1,500 $10,000 $11,500
Annuity Bonds are those wherein a uniform periodic payment is made to discharge the debt in a given
time. The formula for the necessary payment to discharge a debt of P, with interest rate i in n years is,
i
Annual payment = . P.
1 - (1 - i)-n
Results may be taken from books of tables already referred to or by means of logarithms the formula may
be solved. For example let it be required to discharge a debt of $10,000 in five equal payments, the rate of
interest being 5 per cent.
Solution:
(1 + i)-n = 1.05-5.
Log 1.05 = -0.021189
-5 Log 1.05 = -0.105945 = 9.894055 - 10
Log-1 (9.894055 - 10) = 0.783529
1 - 0.783529 = 0.216471
Log Annual Payment = Log i - Log 0.216471 + Log P
Page 297
= Log 0.05 - Log 0.216471 + Log 10,000
= (8.698970 - 10) - (9.335398 - 10) + 4.000,000
= 3.363572
Annual Payment = Log-1 3.363571 = $2309.748.
The following table shows the repayment of the loan by annual payments of $2309.75:
Principal Principal
Owing at Repaid
Beginning Interest at End Total Payment
Year of Year for Year of Year for Year
1 $10,000.00 $500.00 $1,809.75 $2,309.75
2 8,190.25 409.51 1,900.24 2,309.75
3 6,290.01 314.50 1,995.25 2,309.75
4 4,294.76 214.74 2,095.01 2,309.75
5 2,199.85 109.99 2,199.75 2,309.74
Totals $1548.74 $10,000.00 $11,548.74
Since it is more convenient to have the bonds in even hundreds of dollars and the interest in dollars some
adjustment from the theoretical amounts are usually made but such that the annual payments will be near
the theoretical. Sometimes, too, the bonds are made smaller for the first few years then gradually increase
so that the natural growth in population and wealth may bear its proportional burden. One adjustment for
the example just given is shown:
Principal Principal
Owing at Repaid Total
Beginning Interest at end Payment
Year of Year for Year of Year for Year
1 $10,000 $500 $1,800 $2,300
2 8,200 410 1,900 2,310
3 6,300 315 2,000 2,315
4 4,300 215 2,100 2,315
5 2,000 100 2,000 2,100
Totals $1,500 $10,000 $11,550
Total Cost by the Three Kinds of Bonds. —The total cost of a loan, as shown by the following table
taken from Bulletin 136, U. S. Department of Agriculture, is generally greatest under the sinking fund plan
and least under the serial. The serial, too, is the simplest to compute.
Total Cost of a $100,000 Loan for 20 Years
Interest Compounded Annually[198]
Annual Sinking-fund Bond
Interest Compounded Annually at Annuity Serial
on Bonds 3% 31⁄2% 4% Bond Bond
4 $154,431 $150,722 $147,163 $147,163 $142,000
41⁄2 164,431 160,722 157,163 153,752 147,250
5 174,431 170,722 167,163 160,485 152,500
51⁄2 184,431 180,722 177,163 167,359 157,750
6 194,431 190,722 187,163 174,369 163,000
The sinking-fund bonds are made out to run the full period and are paid for from the proceeds of the
sinking-fund at the end of the term. Serial and annuity bonds are made to mature in proportion to the
amounts paid each year. In the example used the serial system would retire $2000 worth of bonds each year,
while with the annuity system $1800 would be retired at the end of the first year; $1900, the next; $2000,
the third; $2100 the fourth, and $2200 the fifth.
Interest coupons, that is, notes for the payment of interest at stated intervals and providing for interest
upon the interest if not paid at maturity, are usually attached to the bonds for the entire period that they run,
one to be clipped at each interest pay day.
= (8.698970 - 10) - (9.335398 - 10) + 4.000,000
= 3.363572
Annual Payment = Log-1 3.363571 = $2309.748.
The following table shows the repayment of the loan by annual payments of $2309.75:
Principal Principal
Owing at Repaid
Beginning Interest at End Total Payment
Year of Year for Year of Year for Year
1 $10,000.00 $500.00 $1,809.75 $2,309.75
2 8,190.25 409.51 1,900.24 2,309.75
3 6,290.01 314.50 1,995.25 2,309.75
4 4,294.76 214.74 2,095.01 2,309.75
5 2,199.85 109.99 2,199.75 2,309.74
Totals $1548.74 $10,000.00 $11,548.74
Since it is more convenient to have the bonds in even hundreds of dollars and the interest in dollars some
adjustment from the theoretical amounts are usually made but such that the annual payments will be near
the theoretical. Sometimes, too, the bonds are made smaller for the first few years then gradually increase
so that the natural growth in population and wealth may bear its proportional burden. One adjustment for
the example just given is shown:
Principal Principal
Owing at Repaid Total
Beginning Interest at end Payment
Year of Year for Year of Year for Year
1 $10,000 $500 $1,800 $2,300
2 8,200 410 1,900 2,310
3 6,300 315 2,000 2,315
4 4,300 215 2,100 2,315
5 2,000 100 2,000 2,100
Totals $1,500 $10,000 $11,550
Total Cost by the Three Kinds of Bonds. —The total cost of a loan, as shown by the following table
taken from Bulletin 136, U. S. Department of Agriculture, is generally greatest under the sinking fund plan
and least under the serial. The serial, too, is the simplest to compute.
Total Cost of a $100,000 Loan for 20 Years
Interest Compounded Annually[198]
Annual Sinking-fund Bond
Interest Compounded Annually at Annuity Serial
on Bonds 3% 31⁄2% 4% Bond Bond
4 $154,431 $150,722 $147,163 $147,163 $142,000
41⁄2 164,431 160,722 157,163 153,752 147,250
5 174,431 170,722 167,163 160,485 152,500
51⁄2 184,431 180,722 177,163 167,359 157,750
6 194,431 190,722 187,163 174,369 163,000
The sinking-fund bonds are made out to run the full period and are paid for from the proceeds of the
sinking-fund at the end of the term. Serial and annuity bonds are made to mature in proportion to the
amounts paid each year. In the example used the serial system would retire $2000 worth of bonds each year,
while with the annuity system $1800 would be retired at the end of the first year; $1900, the next; $2000,
the third; $2100 the fourth, and $2200 the fifth.
Interest coupons, that is, notes for the payment of interest at stated intervals and providing for interest
upon the interest if not paid at maturity, are usually attached to the bonds for the entire period that they run,
one to be clipped at each interest pay day.
Page 298
The Term of Bonds. —Several states and some of the large cities have issued bonds for road
improvements for long series of years. This has met considerable opposition on the ground that the bonds
should not run longer than the life of the improvement, otherwise there may be another series of bonds
lapping upon the first, and perhaps a second and third upon these. The arguments in favor of the long terms
are that some parts, at least, of the improvement will be permanent, that reconstruction will cost less than
original construction so that lapping will do little harm, and that money may be obtained at a lower rate on
long-term than on short-term bonds.
It is a quite general practice for the abutting property-holders to pay for the first pavement by special
assessment. Resurfacing is frequently and general repairs almost universally paid for by the city as a whole.
It would seem, especially where property-holders pay on the installment plan, that a term of bond well
within the life of the pavement ought to be adopted. Ten years seems a reasonable time, fifteen years at the
longest. If borrowing is continued and one loan lapped upon another there comes a time when the charges
for paying off the debt and the interest will more than equal the amount that can be borrowed. For instance
suppose a man can continue to borrow $1000 per year on five years’ time, $200 to be paid each year.
During the first year he would owe $1000, and at the end of the year he pays $200 on the principal and the
interest. He borrows another $1000, so during the second year he is in debt $1800 and must pay at the end
of the year $400 principal and $108 interest. The third year he is in debt $2400 and pays on principal $600
and interest $144. The fourth year his debt is $2800, and payment on principal $800 and the interest, $168.
The fifth year and every year following the debt is $3000 and the payment necessary on principal $1000
and the interest $180. The payments on the principal amount is equal to exactly the sum he can borrow.
While the amounts used in the illustration are small the principle is the same for loans upon long-term
bonds.
It would be better for cities and states to progress more slowly than to have saddled upon them a debt in
perpetuity. There are times, however, when municipalities or other districts will find it the best policy to
borrow money and issue bonds. Serial and annuity bonds have this advantage that as the improvement
depreciates in value with time the burden of indebtedness for the improvement becomes less. But it can
scarcely be considered the part of wisdom to have the bonds run longer than the life of the pavement for
which they were issued. The pay-as-you-go plan is by far the most economical method of procedure, but it
cannot always be followed. There are times when budgetary appropriations are insufficient and the people
will not stand for heavy taxation. In one city it had been the custom for the city by general taxation to pay
for paving intersections. As the intersections amounted to about 30 per cent. of the total area paved that was
thought to be an equitable division, because the entire city receives some benefit from each pavement put
in. But the applications for paving were much more each year than the city could pay for from its ordinary
budget. The amount of paving done each year was limited by the area of intersections that the city was able
to lay. Some districts said, “We will pay for the whole pavement, intersections and all, rather than go
without or wait over one or two years.” The city council allowed this to be done, and, soon, even went
further and passed an ordinance taxing the whole cost including the intersections to the fronting property.
This method has been in use for several years and the city of less than 70,000 inhabitants has more than 200
miles of pavement, and no citizen was ever known to protest the scheme. Of course the public as a whole
could have paid for all these intersections by general taxation just as easily as the private property-holders
could, but if taxes had been raised for that purpose there would have been many complaints that the poor
were being taxed to pave the streets in front of the residences of the rich.
In fact, the last idea mentioned is one of the arguments in favor of large bond issues such as are found in
several of the states like New York, Maryland, Illinois, California, Missouri and other states, to say nothing
of cities and counties. The argument is that the entire state, county or city system should be constructed
about the same time that all may have equal benefit of it and that there shall be no intentional partiality.
Nelson P. Lewis states in the American Highway Engineers’ Handbook in effect that on a 4 per cent basis
the $100,000,000 bonds of the state of New York will mean an annual tax of $4,890,000 for interest and
sinking-fund charges, to say nothing of the annual maintenance and renewal expenses, running through two
generations. He claims the same system of roads could have been built, at no greater annual appropriations,
in twenty years’ time and the people would not have been saddled with debt, and it will require at least half
that time to complete the system with the bonds and the debt.
improvements for long series of years. This has met considerable opposition on the ground that the bonds
should not run longer than the life of the improvement, otherwise there may be another series of bonds
lapping upon the first, and perhaps a second and third upon these. The arguments in favor of the long terms
are that some parts, at least, of the improvement will be permanent, that reconstruction will cost less than
original construction so that lapping will do little harm, and that money may be obtained at a lower rate on
long-term than on short-term bonds.
It is a quite general practice for the abutting property-holders to pay for the first pavement by special
assessment. Resurfacing is frequently and general repairs almost universally paid for by the city as a whole.
It would seem, especially where property-holders pay on the installment plan, that a term of bond well
within the life of the pavement ought to be adopted. Ten years seems a reasonable time, fifteen years at the
longest. If borrowing is continued and one loan lapped upon another there comes a time when the charges
for paying off the debt and the interest will more than equal the amount that can be borrowed. For instance
suppose a man can continue to borrow $1000 per year on five years’ time, $200 to be paid each year.
During the first year he would owe $1000, and at the end of the year he pays $200 on the principal and the
interest. He borrows another $1000, so during the second year he is in debt $1800 and must pay at the end
of the year $400 principal and $108 interest. The third year he is in debt $2400 and pays on principal $600
and interest $144. The fourth year his debt is $2800, and payment on principal $800 and the interest, $168.
The fifth year and every year following the debt is $3000 and the payment necessary on principal $1000
and the interest $180. The payments on the principal amount is equal to exactly the sum he can borrow.
While the amounts used in the illustration are small the principle is the same for loans upon long-term
bonds.
It would be better for cities and states to progress more slowly than to have saddled upon them a debt in
perpetuity. There are times, however, when municipalities or other districts will find it the best policy to
borrow money and issue bonds. Serial and annuity bonds have this advantage that as the improvement
depreciates in value with time the burden of indebtedness for the improvement becomes less. But it can
scarcely be considered the part of wisdom to have the bonds run longer than the life of the pavement for
which they were issued. The pay-as-you-go plan is by far the most economical method of procedure, but it
cannot always be followed. There are times when budgetary appropriations are insufficient and the people
will not stand for heavy taxation. In one city it had been the custom for the city by general taxation to pay
for paving intersections. As the intersections amounted to about 30 per cent. of the total area paved that was
thought to be an equitable division, because the entire city receives some benefit from each pavement put
in. But the applications for paving were much more each year than the city could pay for from its ordinary
budget. The amount of paving done each year was limited by the area of intersections that the city was able
to lay. Some districts said, “We will pay for the whole pavement, intersections and all, rather than go
without or wait over one or two years.” The city council allowed this to be done, and, soon, even went
further and passed an ordinance taxing the whole cost including the intersections to the fronting property.
This method has been in use for several years and the city of less than 70,000 inhabitants has more than 200
miles of pavement, and no citizen was ever known to protest the scheme. Of course the public as a whole
could have paid for all these intersections by general taxation just as easily as the private property-holders
could, but if taxes had been raised for that purpose there would have been many complaints that the poor
were being taxed to pave the streets in front of the residences of the rich.
In fact, the last idea mentioned is one of the arguments in favor of large bond issues such as are found in
several of the states like New York, Maryland, Illinois, California, Missouri and other states, to say nothing
of cities and counties. The argument is that the entire state, county or city system should be constructed
about the same time that all may have equal benefit of it and that there shall be no intentional partiality.
Nelson P. Lewis states in the American Highway Engineers’ Handbook in effect that on a 4 per cent basis
the $100,000,000 bonds of the state of New York will mean an annual tax of $4,890,000 for interest and
sinking-fund charges, to say nothing of the annual maintenance and renewal expenses, running through two
generations. He claims the same system of roads could have been built, at no greater annual appropriations,
in twenty years’ time and the people would not have been saddled with debt, and it will require at least half
that time to complete the system with the bonds and the debt.
Page 299
In Illinois, on the other hand, the debt, some $60,000,000 is to be paid from the automobile licenses,
which will be used for its amortization. In Maine automobile licenses are also being used to pay bonds, but
only $500,000 will be issued in any one year and the total outstanding cannot by law exceed $2,000,000.
Maryland uses a short-term-bond—fifteen years—and provides that any road renewals required before
that time shall be paid for out of general appropriations.
New York city had issued bonds until more than two-thirds of the total taxation for streets had to go to
interest and amortization so some years ago a change was made to what they called the pay-as-you-go plan.
It took four years to make the change, so, now, non-revenue-producing improvements are made without
issuing bonds. Revenue-producing enterprises, such as water supply, transit lines, and water-front
improvements, are still financed by long term, 50-year bonds.
Stocks and Bonds. —Railways, interurban trolley lines, street-car lines, and toll roads have been
financed largely by stock subscriptions. Public roads, being without a revenue-producing power, cannot be
financed in this manner, except perhaps in exceptional cases where a few persons are willing to donate their
money or are building for private use but are willing to share the same with the public. Large bridges may
occasionally be built in this manner, the stockholders exacting toll for passage in order to get a return on
their investment. However, such cases are negligible in the great national scheme of public highways.
National and State Aid. —The history of National and State Aid in the United States has been treated
quite fully in Chapter V. It will not be necessary to repeat that here. Suffice to say that with possibly a few
exceptions all the states in the Union now have some form of state aid—money, engineering advice, testing
materials, convict labor, etc.; also the territories of Alaska, Hawaii, the Philippine Islands, and Porto Rico,
or else the governments of these divisions directly take charge of the construction of a part or a whole of the
roads. The acceptance of Federal Aid practically made it necessary for the states to have highway
departments to distribute the Federal Aid money and the equal amount the state had to put up to match it.
Several of the states like New York and California had raised by bond issues large sums of money before
federal aid was available and distributed it to counties that would coöperate in the building of roads to be
united into a comprehensive state system. New Jersey, the first State Aid state, and Massachusetts, a close
follower, had already “paved the way” as an example for other states to follow.
Federal Aid. —The Federal Aid road act, approved July 11, 1916, appropriated “out of any money in the
Treasury not otherwise appropriated, for the fiscal years ending June 30, 1917, the sum of $5,000,000; for
the fiscal year ending June 30, 1918, the sum of $10,000,000; for the fiscal year ending June 30, 1919, the
sum of $15,000,000; for the fiscal year ending June 30, 1920, the sum of $20,000,000; and for the fiscal
year ending June 30, 1921, the sum of $25,000,000.” In addition there was appropriated $10,000,000—
$1,000,000 per year until 1926—for the survey, construction and maintenance of roads within or partly
within the national forests in coöperation with the states in which these forests are located.
The Secretary of Agriculture was by the Act, after making a deduction of 3 per cent, to cover expenses of
administration, authorized to apportion the remainder “among the several states in the following manner:
One-third in the ratio which the area of the State bears to the total area of all the States; one-third in the
ratio which the population of each State bears to the total population of all States...; one-third in the ratio
which the mileage of rural delivery routes and star routes in each State bears to the total mileage of rural
delivery routes and star routes in all the States....”
States desiring to avail themselves of the benefits of the act were required to “submit to the Secretary of
Agriculture project statements setting forth proposed construction of any rural post road or roads therein.”
If approved the states were further to “furnish to him surveys, plans, specifications and estimates therefor as
he may require.” Only such projects as were “substantial in character” might be approved. “Items included
for engineering, inspection, and unforeseen contingencies” may not be greater than 10 per cent of the total
cost of the work. Upon the final approval by the Secretary of Agriculture of the plans, specifications and
estimates and its certification to the Secretary of the Treasury the Act provides that there should be “set
aside the share of the United States payable under this Act on account of such project,” not to “exceed fifty
per centum of the total estimated cost thereof.”
which will be used for its amortization. In Maine automobile licenses are also being used to pay bonds, but
only $500,000 will be issued in any one year and the total outstanding cannot by law exceed $2,000,000.
Maryland uses a short-term-bond—fifteen years—and provides that any road renewals required before
that time shall be paid for out of general appropriations.
New York city had issued bonds until more than two-thirds of the total taxation for streets had to go to
interest and amortization so some years ago a change was made to what they called the pay-as-you-go plan.
It took four years to make the change, so, now, non-revenue-producing improvements are made without
issuing bonds. Revenue-producing enterprises, such as water supply, transit lines, and water-front
improvements, are still financed by long term, 50-year bonds.
Stocks and Bonds. —Railways, interurban trolley lines, street-car lines, and toll roads have been
financed largely by stock subscriptions. Public roads, being without a revenue-producing power, cannot be
financed in this manner, except perhaps in exceptional cases where a few persons are willing to donate their
money or are building for private use but are willing to share the same with the public. Large bridges may
occasionally be built in this manner, the stockholders exacting toll for passage in order to get a return on
their investment. However, such cases are negligible in the great national scheme of public highways.
National and State Aid. —The history of National and State Aid in the United States has been treated
quite fully in Chapter V. It will not be necessary to repeat that here. Suffice to say that with possibly a few
exceptions all the states in the Union now have some form of state aid—money, engineering advice, testing
materials, convict labor, etc.; also the territories of Alaska, Hawaii, the Philippine Islands, and Porto Rico,
or else the governments of these divisions directly take charge of the construction of a part or a whole of the
roads. The acceptance of Federal Aid practically made it necessary for the states to have highway
departments to distribute the Federal Aid money and the equal amount the state had to put up to match it.
Several of the states like New York and California had raised by bond issues large sums of money before
federal aid was available and distributed it to counties that would coöperate in the building of roads to be
united into a comprehensive state system. New Jersey, the first State Aid state, and Massachusetts, a close
follower, had already “paved the way” as an example for other states to follow.
Federal Aid. —The Federal Aid road act, approved July 11, 1916, appropriated “out of any money in the
Treasury not otherwise appropriated, for the fiscal years ending June 30, 1917, the sum of $5,000,000; for
the fiscal year ending June 30, 1918, the sum of $10,000,000; for the fiscal year ending June 30, 1919, the
sum of $15,000,000; for the fiscal year ending June 30, 1920, the sum of $20,000,000; and for the fiscal
year ending June 30, 1921, the sum of $25,000,000.” In addition there was appropriated $10,000,000—
$1,000,000 per year until 1926—for the survey, construction and maintenance of roads within or partly
within the national forests in coöperation with the states in which these forests are located.
The Secretary of Agriculture was by the Act, after making a deduction of 3 per cent, to cover expenses of
administration, authorized to apportion the remainder “among the several states in the following manner:
One-third in the ratio which the area of the State bears to the total area of all the States; one-third in the
ratio which the population of each State bears to the total population of all States...; one-third in the ratio
which the mileage of rural delivery routes and star routes in each State bears to the total mileage of rural
delivery routes and star routes in all the States....”
States desiring to avail themselves of the benefits of the act were required to “submit to the Secretary of
Agriculture project statements setting forth proposed construction of any rural post road or roads therein.”
If approved the states were further to “furnish to him surveys, plans, specifications and estimates therefor as
he may require.” Only such projects as were “substantial in character” might be approved. “Items included
for engineering, inspection, and unforeseen contingencies” may not be greater than 10 per cent of the total
cost of the work. Upon the final approval by the Secretary of Agriculture of the plans, specifications and
estimates and its certification to the Secretary of the Treasury the Act provides that there should be “set
aside the share of the United States payable under this Act on account of such project,” not to “exceed fifty
per centum of the total estimated cost thereof.”
Page 300
© Underwood and Underwood
A NATIONAL HIGHWAY IN THE MOUNTAINS OF MARYLAND
It was not the intention to take away from the states any right which they might enjoy for the
construction work was to be done in accordance with the laws of the state within which a project lay but
subject to the inspection of the Secretary of Agriculture. He also has power to pay to the states the amount
of money set aside when a project has been satisfactorily completed and also to make payments on the same
during the process of construction not to exceed the United States’ pro rata part of the value of the work
done, and not to exceed $10,000 per mile of road exclusive of bridges more than 20 feet clear span.
The states snapped up this money greedily and the demand for more money became so great that in 1919
Congress appropriated $200,000,000 more, and still later, 1921, appropriated $75,000,000, and $15,000,000
for national forest roads. And still later, June 18, 1922, there was authorized an appropriation of
$65,000,000 to be expended during the fiscal year ending June 30, 1923, and $75,000,000 for the
succeeding fiscal year. At the end of five years after the passage of the Federal Aid road act, there had been
completed under its terms 7469 miles of road and 17,977 miles additional were under construction. Texas
A NATIONAL HIGHWAY IN THE MOUNTAINS OF MARYLAND
It was not the intention to take away from the states any right which they might enjoy for the
construction work was to be done in accordance with the laws of the state within which a project lay but
subject to the inspection of the Secretary of Agriculture. He also has power to pay to the states the amount
of money set aside when a project has been satisfactorily completed and also to make payments on the same
during the process of construction not to exceed the United States’ pro rata part of the value of the work
done, and not to exceed $10,000 per mile of road exclusive of bridges more than 20 feet clear span.
The states snapped up this money greedily and the demand for more money became so great that in 1919
Congress appropriated $200,000,000 more, and still later, 1921, appropriated $75,000,000, and $15,000,000
for national forest roads. And still later, June 18, 1922, there was authorized an appropriation of
$65,000,000 to be expended during the fiscal year ending June 30, 1923, and $75,000,000 for the
succeeding fiscal year. At the end of five years after the passage of the Federal Aid road act, there had been
completed under its terms 7469 miles of road and 17,977 miles additional were under construction. Texas
Page 301
ranked first in the number of miles completed, with 682; and Illinois had received the greatest amount of
federal aid on projects completed and under construction, with $11,807,906; while Texas was a close
second with $11,393,485.
While the mileage built by Federal and state aid is less in the more compact densely populated Eastern
states, the cost per mile is much more as much more expensive types of roads are being built. In the West
and South earth roads largely make up the mileage. It has been objected that these do not properly come
under the wish of Congress when it provided that the fund should be used only in the construction of
“substantial” roads. Earth road advocates argue that such features as grading, draining and straightening
roads may be considered permanent, in so far as the road is ready for any type of surfacing that may be
desired to be laid at a later date. Recognizing the merits of both contentions The Bureau of Public Roads
issued, in 1922, a decision practically as follows:
The question of a more definite policy to be followed in connection with the approval of earth road Federal Aid projects which involve
grading and drainage only, has for some time been under consideration, and it has been decided that hereafter such projects will only be
approved on condition that The (State) Highway Department agree, in so far as it may legally do so, that within a reasonable time after
completion of the improvement of the project as an earth road, it will place or cause to be placed thereon, an adequate and substantial type of
surfacing.
By adequate and substantial type of surfacing is meant such type as will carry the prospective traffic with such maintenance expenses that the
total annual charges will represent a reasonable expenditure for the public service rendered by the highway.
It seems, therefore, that the Government expects to assist in the financing of roads that appear adequate
for the purposes intended.
State Aid. —The machinery of paying state money to finance local roads throughout the counties varies
greatly with the different states. For example half may come from Federal Aid, half the remainder from
State Aid, and half the remainder from County Aid, leaving only a very small amount for the local abutting
property. In other states a large part falls on the abutting property. It would seem as though through main
traveled roads should be largely financed by nation and state while local marketing roads which will not
require such expensive surfacing should be largely locally financed.
Present State of Federal Aid. —The Bureau of Public Roads gives out the information that 11,930 miles
of road have been constructed during the year 1921 by the States in conjunction with Federal Aid, at a total
cost of $231,963,682, toward which the government allotted $94,057,089. There were under way during the
year 31,228 miles, which was about one-half the road work carried on in the United States during the year.
It is safe to assume, then, that through the stimulus of Government Aid, direct and indirect, more than
20,000 miles were built during 1921, and that more than 40,000 more miles are under way.
The effects of Federal Aid is just now beginning to be felt; a few years more will see the United States so
well supplied with good roads that the national appropriations for Federal Aid may be reduced materially.
It is estimated that the $190,000,000 available for allotment, $65,000,000 for the year ending 1923,
$75,000,000 for the year 1924, and $50,000,000 remaining from previous appropriations, will result in the
construction of more than 25,000 miles of road, which added to the 46,000 miles that are expected to result
from previous federal appropriations, makes a total of 71,000 miles, or nearly 40 per cent of the estimated
180,000 miles of good roads in the System of Federal Aid roads now being outlined.
The U. S. Bureau of Public Roads gives out the figures up to December 31, 1921, as follows:
Federal Aid Apportioned, 1917 to 1922 inc., $339,875,000
Projects under Construction:
Total Estimated Cost 275,652,104
Federal Aid 117,049,690
Miles 15,834
Projects on which Construction is Completed:
Total Estimated Cost 221,739,710
Federal Aid 95,054,184
Miles 12,907
Matching Federal Aid Dollars. —The main argument that brought the Federal Aid law into being was
the need of farm to market roads and the fact that in the past the expense for building and maintaining roads
fell most heavily upon the farmer. In an excellent report made by Senator Bankhead (Senate Report 250,
64th Congress, 1st Session) for the Committee on Post Offices and Post Roads, the statement is made that
federal aid on projects completed and under construction, with $11,807,906; while Texas was a close
second with $11,393,485.
While the mileage built by Federal and state aid is less in the more compact densely populated Eastern
states, the cost per mile is much more as much more expensive types of roads are being built. In the West
and South earth roads largely make up the mileage. It has been objected that these do not properly come
under the wish of Congress when it provided that the fund should be used only in the construction of
“substantial” roads. Earth road advocates argue that such features as grading, draining and straightening
roads may be considered permanent, in so far as the road is ready for any type of surfacing that may be
desired to be laid at a later date. Recognizing the merits of both contentions The Bureau of Public Roads
issued, in 1922, a decision practically as follows:
The question of a more definite policy to be followed in connection with the approval of earth road Federal Aid projects which involve
grading and drainage only, has for some time been under consideration, and it has been decided that hereafter such projects will only be
approved on condition that The (State) Highway Department agree, in so far as it may legally do so, that within a reasonable time after
completion of the improvement of the project as an earth road, it will place or cause to be placed thereon, an adequate and substantial type of
surfacing.
By adequate and substantial type of surfacing is meant such type as will carry the prospective traffic with such maintenance expenses that the
total annual charges will represent a reasonable expenditure for the public service rendered by the highway.
It seems, therefore, that the Government expects to assist in the financing of roads that appear adequate
for the purposes intended.
State Aid. —The machinery of paying state money to finance local roads throughout the counties varies
greatly with the different states. For example half may come from Federal Aid, half the remainder from
State Aid, and half the remainder from County Aid, leaving only a very small amount for the local abutting
property. In other states a large part falls on the abutting property. It would seem as though through main
traveled roads should be largely financed by nation and state while local marketing roads which will not
require such expensive surfacing should be largely locally financed.
Present State of Federal Aid. —The Bureau of Public Roads gives out the information that 11,930 miles
of road have been constructed during the year 1921 by the States in conjunction with Federal Aid, at a total
cost of $231,963,682, toward which the government allotted $94,057,089. There were under way during the
year 31,228 miles, which was about one-half the road work carried on in the United States during the year.
It is safe to assume, then, that through the stimulus of Government Aid, direct and indirect, more than
20,000 miles were built during 1921, and that more than 40,000 more miles are under way.
The effects of Federal Aid is just now beginning to be felt; a few years more will see the United States so
well supplied with good roads that the national appropriations for Federal Aid may be reduced materially.
It is estimated that the $190,000,000 available for allotment, $65,000,000 for the year ending 1923,
$75,000,000 for the year 1924, and $50,000,000 remaining from previous appropriations, will result in the
construction of more than 25,000 miles of road, which added to the 46,000 miles that are expected to result
from previous federal appropriations, makes a total of 71,000 miles, or nearly 40 per cent of the estimated
180,000 miles of good roads in the System of Federal Aid roads now being outlined.
The U. S. Bureau of Public Roads gives out the figures up to December 31, 1921, as follows:
Federal Aid Apportioned, 1917 to 1922 inc., $339,875,000
Projects under Construction:
Total Estimated Cost 275,652,104
Federal Aid 117,049,690
Miles 15,834
Projects on which Construction is Completed:
Total Estimated Cost 221,739,710
Federal Aid 95,054,184
Miles 12,907
Matching Federal Aid Dollars. —The main argument that brought the Federal Aid law into being was
the need of farm to market roads and the fact that in the past the expense for building and maintaining roads
fell most heavily upon the farmer. In an excellent report made by Senator Bankhead (Senate Report 250,
64th Congress, 1st Session) for the Committee on Post Offices and Post Roads, the statement is made that
Page 302
“it is probably conservative to say that at least 75 per cent of the money raised for road purposes” at that
time, 1916, “is paid by the owners of country property.” He gives statistics to show that the owners of less
than one-third of the real property of the United States were paying more than three-fourths of the cost of
the public roads. This did not seem to be equitable, since the country people did not have a monopoly on
their use. The burden of building and caring for the roads should be distributed among all who were
benefited by them. There is no very adequate method of doing this, but inasmuch as all citizens, both city
and country, share in the raising of national revenues, the result of federal appropriations would be to tend
in some measure to equalize the cost of roads as between city and country.
It was not thought wise to make a direct gift of money from the federal treasury, as that would favor too
much of paternalism, would result in “pork barrel” scandals, and would stifle local initiative, energy, and
self-help. If the federal government were to enter upon the building outright of a system of roads, there
would be a temptation for the states and counties to cease building in the hope the government would
eventually get around to them. Likewise the demand for “pork” would be enormous. The plan was therefore
devised of requiring the state to pay half the expenses of road building, that is, of matching dollars, fifty-
fifty, with the federal treasury. It was further decided that federal money should go into road extensions,
leaving repairs and renewals to the states. If states refuse to perform the necessary maintenance the only
recourse the government has is to withdraw future Federal aid. The object of the government was to add to
the stock of good roads, and eventually secure the necessary 20 per cent upon which engineers state, 80 to
90 per cent of the entire traffic can be adequately accommodated.
Many of the states were devoid of the necessary machinery to take care of this money and expend it
efficiently in the construction of roads or to maintain them in good condition afterward; so the Government
asked that highway departments be created, if they did not already exist, in order that there might be skilled
supervision and efficient organization on the parts of the states as that was the best insurance that these
duties would be thoroughly performed. Furthermore there would be some centralized authority at
Washington and some at each state capital; the initiative and the choice of location, types, and materials for
road building would not be left wholly to local administrations which were more likely to be swerved to
meet the selfish interests of prominent local personages than is possible in larger political units. The
judgment of Congress is less likely to be biased by local conditions or by selfish individuals than would that
of a township or county board, or even the State Legislature. On the other hand from the very beginning of
the national federation states have jealously guarded their rights, giving up very reluctantly to the Federal
Government in any attempts toward centralization. So “no policy,” states the committee report, “should be
adopted which does not permit the retention by the States of the fullest measure of control consistent with
the necessary inspection and safeguarding which is customary with all federal appropriations.” Hence the
states were left the power or not as they saw fit of availing themselves of the Government Aid money.
Nearly if not all the states in the Union have availed themselves of Federal Aid. It is claimed by opponents
of the system that this is because if a state does not take its quota the money will be appropriated to other
states while this state will still have to pay its proportional part to the fund from which the money comes.
This they claim is pernicious and has caused states to ask aid when voting the taxes to match the same was
extremely burdensome to the people. In other words the people “are forced into a position where their only
justification is a presumption that they are grabbing while the grabbing is good.”[199]
It was the intention of the framers of the law that the contribution from the government would be so
substantial that results of magnitude might be accomplished and still at the same time not raise taxes higher
than the people could stand. The plan adopted seemed just. First the road is primarily for the use of the
people hence population should be a factor. A secondary consideration was to make accessible the best
products of the farm and to develop the land which on account of its remoteness to markets and the
conditions of the highways was not in the highest or best state of culture. Area then was a second factor.
The third factor was the post roads—rural delivery and star routes. This last as has been pointed out in a
previous chapter was possibly the peg upon which the garment could be hung in the closet of
constitutionality. However, it was thought that “the interests of the East are protected by the factor of
population, the interests of the West should receive consideration through including area as a factor of
apportionment. Finally, the direct interest of the federal government,” according to the Committee, “as
time, 1916, “is paid by the owners of country property.” He gives statistics to show that the owners of less
than one-third of the real property of the United States were paying more than three-fourths of the cost of
the public roads. This did not seem to be equitable, since the country people did not have a monopoly on
their use. The burden of building and caring for the roads should be distributed among all who were
benefited by them. There is no very adequate method of doing this, but inasmuch as all citizens, both city
and country, share in the raising of national revenues, the result of federal appropriations would be to tend
in some measure to equalize the cost of roads as between city and country.
It was not thought wise to make a direct gift of money from the federal treasury, as that would favor too
much of paternalism, would result in “pork barrel” scandals, and would stifle local initiative, energy, and
self-help. If the federal government were to enter upon the building outright of a system of roads, there
would be a temptation for the states and counties to cease building in the hope the government would
eventually get around to them. Likewise the demand for “pork” would be enormous. The plan was therefore
devised of requiring the state to pay half the expenses of road building, that is, of matching dollars, fifty-
fifty, with the federal treasury. It was further decided that federal money should go into road extensions,
leaving repairs and renewals to the states. If states refuse to perform the necessary maintenance the only
recourse the government has is to withdraw future Federal aid. The object of the government was to add to
the stock of good roads, and eventually secure the necessary 20 per cent upon which engineers state, 80 to
90 per cent of the entire traffic can be adequately accommodated.
Many of the states were devoid of the necessary machinery to take care of this money and expend it
efficiently in the construction of roads or to maintain them in good condition afterward; so the Government
asked that highway departments be created, if they did not already exist, in order that there might be skilled
supervision and efficient organization on the parts of the states as that was the best insurance that these
duties would be thoroughly performed. Furthermore there would be some centralized authority at
Washington and some at each state capital; the initiative and the choice of location, types, and materials for
road building would not be left wholly to local administrations which were more likely to be swerved to
meet the selfish interests of prominent local personages than is possible in larger political units. The
judgment of Congress is less likely to be biased by local conditions or by selfish individuals than would that
of a township or county board, or even the State Legislature. On the other hand from the very beginning of
the national federation states have jealously guarded their rights, giving up very reluctantly to the Federal
Government in any attempts toward centralization. So “no policy,” states the committee report, “should be
adopted which does not permit the retention by the States of the fullest measure of control consistent with
the necessary inspection and safeguarding which is customary with all federal appropriations.” Hence the
states were left the power or not as they saw fit of availing themselves of the Government Aid money.
Nearly if not all the states in the Union have availed themselves of Federal Aid. It is claimed by opponents
of the system that this is because if a state does not take its quota the money will be appropriated to other
states while this state will still have to pay its proportional part to the fund from which the money comes.
This they claim is pernicious and has caused states to ask aid when voting the taxes to match the same was
extremely burdensome to the people. In other words the people “are forced into a position where their only
justification is a presumption that they are grabbing while the grabbing is good.”[199]
It was the intention of the framers of the law that the contribution from the government would be so
substantial that results of magnitude might be accomplished and still at the same time not raise taxes higher
than the people could stand. The plan adopted seemed just. First the road is primarily for the use of the
people hence population should be a factor. A secondary consideration was to make accessible the best
products of the farm and to develop the land which on account of its remoteness to markets and the
conditions of the highways was not in the highest or best state of culture. Area then was a second factor.
The third factor was the post roads—rural delivery and star routes. This last as has been pointed out in a
previous chapter was possibly the peg upon which the garment could be hung in the closet of
constitutionality. However, it was thought that “the interests of the East are protected by the factor of
population, the interests of the West should receive consideration through including area as a factor of
apportionment. Finally, the direct interest of the federal government,” according to the Committee, “as
Page 303
represented by the great mileage of rural delivery and star routes for the transportation of mail and parcel
post should have some weight in the granting of federal funds.”
Federal Aid has now been in operation for five years. Most people think it has demonstrated its worth.
But it must be remembered that five years is a short time for the stupendous task of transforming an almost
impassable conglomeration of roads into a usable system of comfortable highways. The soldiers who went
to France during the World War came back enthusiastic converts of good roads. Foreigners traveling in this
country have frequently marveled at the paucity of good roads. The natives having grown up here knew no
better. The Federal Aid experiment has been the means of bringing the people to a partial knowledge of the
benefits of better highways. They will not be content to go backward. In the words of a committee report to
the Legislature of the State of Nebraska[200]: “The (Federal Aid) System seems to be well grounded and is
nourished and sustained by nation-wide organizations, that are banded together for the purpose of
maintaining and extending the system, and inasmuch as they seem to be powerful enough to influence the
maintenance of the system, it will no doubt be maintained until some organization equally influential makes
of the matter an issue and overturns the system.” The Committee, while evidently prejudiced against
matching dollars with the Federal Government, admitted the value to the state of the work done and that
“there is no more important internal improvement in which the state can engage.”
Under a Federal highway act signed November 9, 1921, $75,000,000 becomes available by Federal Aid
for road construction in the several states for the fiscal year ending June 30, 1922, and in addition
$15,000,000 for roads in national forests. This new Federal Aid Act is very similar to the act of 1916. The
method of allotment is as before; the ratio of allotment nearly the same, but a new feature is that the
minimum allotment to any state shall not be less than one-half of 1 per cent of the total to all states, which
in this case amounts to $365,000. This increases the apportionment to the four states of Delaware, New
Hampshire, Rhode Island, and Vermont.
The new Act changes the manner in which a state may use its allotment. Each state must select a
connected road system not exceeding 7 per cent of its road mileage for improvement with Federal Aid. This
system will be divided into two classes, one to be known as “interstate highways” the other as “intercounty
highways.” The interstate highways must not exceed three-sevenths of the system selected; on them not
more than 60 per cent of the Federal Aid Allotment can be spent without the joint approval of the Secretary
of Agriculture and the State Highway Department. The intercounty highways will receive the remainder of
the allotment.
Some of the Western states where there are large areas of unappropriated public land due to the desert or
mountainous nature of the country, found it to be impossible to continue the matching of Government
funds. The new act provides that in states where the unappropriated public land amounts to more than 5 per
cent of the area of the state, the 50 per cent allotment is increased by an amount equal to one-half the
percentage of unappropriated public land in the state.
Before any funds can be paid to any state, the state must appropriate money under the direct control of
the Highway Department to match the Federal apportionment or so much as it desires to avail itself of.
Likewise it must provide suitable means for the maintenance of Federal Aid highways.
The allotment to each state of Federal Aid funds available June 30, 1922, under the act signed November
9, 1921, authorizing an appropriation of $75,000,000, follows:
State Allotment
Alabama $1,553,420
Arizona 1,053,281
Arkansas 1,264,142
California 2,462,098
Colorado 1,341,175
Connecticut 480,897
Delaware 365,625
Florida 886,825
Georgia 1,997,957
Idaho 938,536
Illinois 3,246,281
Indiana 1,958,855
Iowa 2,102,872
post should have some weight in the granting of federal funds.”
Federal Aid has now been in operation for five years. Most people think it has demonstrated its worth.
But it must be remembered that five years is a short time for the stupendous task of transforming an almost
impassable conglomeration of roads into a usable system of comfortable highways. The soldiers who went
to France during the World War came back enthusiastic converts of good roads. Foreigners traveling in this
country have frequently marveled at the paucity of good roads. The natives having grown up here knew no
better. The Federal Aid experiment has been the means of bringing the people to a partial knowledge of the
benefits of better highways. They will not be content to go backward. In the words of a committee report to
the Legislature of the State of Nebraska[200]: “The (Federal Aid) System seems to be well grounded and is
nourished and sustained by nation-wide organizations, that are banded together for the purpose of
maintaining and extending the system, and inasmuch as they seem to be powerful enough to influence the
maintenance of the system, it will no doubt be maintained until some organization equally influential makes
of the matter an issue and overturns the system.” The Committee, while evidently prejudiced against
matching dollars with the Federal Government, admitted the value to the state of the work done and that
“there is no more important internal improvement in which the state can engage.”
Under a Federal highway act signed November 9, 1921, $75,000,000 becomes available by Federal Aid
for road construction in the several states for the fiscal year ending June 30, 1922, and in addition
$15,000,000 for roads in national forests. This new Federal Aid Act is very similar to the act of 1916. The
method of allotment is as before; the ratio of allotment nearly the same, but a new feature is that the
minimum allotment to any state shall not be less than one-half of 1 per cent of the total to all states, which
in this case amounts to $365,000. This increases the apportionment to the four states of Delaware, New
Hampshire, Rhode Island, and Vermont.
The new Act changes the manner in which a state may use its allotment. Each state must select a
connected road system not exceeding 7 per cent of its road mileage for improvement with Federal Aid. This
system will be divided into two classes, one to be known as “interstate highways” the other as “intercounty
highways.” The interstate highways must not exceed three-sevenths of the system selected; on them not
more than 60 per cent of the Federal Aid Allotment can be spent without the joint approval of the Secretary
of Agriculture and the State Highway Department. The intercounty highways will receive the remainder of
the allotment.
Some of the Western states where there are large areas of unappropriated public land due to the desert or
mountainous nature of the country, found it to be impossible to continue the matching of Government
funds. The new act provides that in states where the unappropriated public land amounts to more than 5 per
cent of the area of the state, the 50 per cent allotment is increased by an amount equal to one-half the
percentage of unappropriated public land in the state.
Before any funds can be paid to any state, the state must appropriate money under the direct control of
the Highway Department to match the Federal apportionment or so much as it desires to avail itself of.
Likewise it must provide suitable means for the maintenance of Federal Aid highways.
The allotment to each state of Federal Aid funds available June 30, 1922, under the act signed November
9, 1921, authorizing an appropriation of $75,000,000, follows:
State Allotment
Alabama $1,553,420
Arizona 1,053,281
Arkansas 1,264,142
California 2,462,098
Colorado 1,341,175
Connecticut 480,897
Delaware 365,625
Florida 886,825
Georgia 1,997,957
Idaho 938,536
Illinois 3,246,281
Indiana 1,958,855
Iowa 2,102,872
Page 304
Kansas 2,102,281
Kentucky 1,417,178
Louisiana 996,989
Maine 695,160
Maryland 640,629
Massachusetts 1,096,176
Michigan 2,249,532
Minnesota 2,123,597
Mississippi 1,294,906
Missouri 2,448,128
Montana 1,546,885
Nebraska 1,581,189
Nevada 953,436
New Hampshire 365,625
New Jersey 942,870
New Mexico 1,189,823
New York 3,696,447
North Carolina 1,709,333
North Dakota 1,164,714
Ohio 2,823,004
Oklahoma 1,752,339
Oregon 1,182,663
Pennsylvania 3,398,925
Rhode Island 365,625
South Carolina 1,061,237
South Dakota 1,204,060
Tennessee 1,647,692
Texas 4,425,172
Utah 849,417
Vermont 365,625
Virginia 1,456,828
Washington 1,103,709
West Virginia 802,359
Wisconsin 1,894,815
Wyoming 934,617
The question of whether or not it is wise for a state to match the Federal Aid appropriation for the
purpose of building roads is a debatable one. When people see the amount of their taxes going up by leaps
and bounds they naturally look for some place for retrenchment. The road tax being, now, one of the largest
in the state is naturally subject to attack.
In the consideration of the problem two questions stand out prominently: Do the results so far obtained
justify the expenditure? and can the United States and the States afford to continue the expenditures?
Reports from the Bureau of Public Highways indicate that with the aid of the $350,000,000 previously
appropriated by the Government, 17,000 miles of road had been completed up to May 31, 1922, and in
addition nearly 14,500 miles were under construction involving more than $287,500,000 of Federal Aid. To
match this fund the states have appropriated approximately $380,000,000, making a total of $667,500,000.
The Bureau states the average cost of roads per mile of all types of construction with Federal Aid has been
$17,120, of which 43 per cent has been the cost to the government. About one-fifth of the Federal system,
that it is thought will be sufficient to accommodate 80 per cent of the traffic, has been completed. This
seems to be reasonable progress considering the stupendousness of the task.
The expenses so far are a little more than $6 per person in six years or approximately $1 per person per
year, counting the population of the United States as 110,000,000. If any one is anxious to save this expense
it can easily be done by a little economy. Refraining from smoking one cigar a month, from drinking one
ice-cream soda a month, from going to three picture shows in a year, or by allowing the automobile to stand
in the garage one or two Sundays per year.
Practically each state in the Union could easily collect its share of the match money by a one-cent tax per
gallon on gasoline. A score of states have adopted this method and more will, as by this means the land
which is highly burdened with general and school taxes will be considerably relieved, and the road tax
shifted to the road users. The man who owns an automobile will not thus have the ultimate amount which
Kentucky 1,417,178
Louisiana 996,989
Maine 695,160
Maryland 640,629
Massachusetts 1,096,176
Michigan 2,249,532
Minnesota 2,123,597
Mississippi 1,294,906
Missouri 2,448,128
Montana 1,546,885
Nebraska 1,581,189
Nevada 953,436
New Hampshire 365,625
New Jersey 942,870
New Mexico 1,189,823
New York 3,696,447
North Carolina 1,709,333
North Dakota 1,164,714
Ohio 2,823,004
Oklahoma 1,752,339
Oregon 1,182,663
Pennsylvania 3,398,925
Rhode Island 365,625
South Carolina 1,061,237
South Dakota 1,204,060
Tennessee 1,647,692
Texas 4,425,172
Utah 849,417
Vermont 365,625
Virginia 1,456,828
Washington 1,103,709
West Virginia 802,359
Wisconsin 1,894,815
Wyoming 934,617
The question of whether or not it is wise for a state to match the Federal Aid appropriation for the
purpose of building roads is a debatable one. When people see the amount of their taxes going up by leaps
and bounds they naturally look for some place for retrenchment. The road tax being, now, one of the largest
in the state is naturally subject to attack.
In the consideration of the problem two questions stand out prominently: Do the results so far obtained
justify the expenditure? and can the United States and the States afford to continue the expenditures?
Reports from the Bureau of Public Highways indicate that with the aid of the $350,000,000 previously
appropriated by the Government, 17,000 miles of road had been completed up to May 31, 1922, and in
addition nearly 14,500 miles were under construction involving more than $287,500,000 of Federal Aid. To
match this fund the states have appropriated approximately $380,000,000, making a total of $667,500,000.
The Bureau states the average cost of roads per mile of all types of construction with Federal Aid has been
$17,120, of which 43 per cent has been the cost to the government. About one-fifth of the Federal system,
that it is thought will be sufficient to accommodate 80 per cent of the traffic, has been completed. This
seems to be reasonable progress considering the stupendousness of the task.
The expenses so far are a little more than $6 per person in six years or approximately $1 per person per
year, counting the population of the United States as 110,000,000. If any one is anxious to save this expense
it can easily be done by a little economy. Refraining from smoking one cigar a month, from drinking one
ice-cream soda a month, from going to three picture shows in a year, or by allowing the automobile to stand
in the garage one or two Sundays per year.
Practically each state in the Union could easily collect its share of the match money by a one-cent tax per
gallon on gasoline. A score of states have adopted this method and more will, as by this means the land
which is highly burdened with general and school taxes will be considerably relieved, and the road tax
shifted to the road users. The man who owns an automobile will not thus have the ultimate amount which
Page 305
he pays for roads decreased, but the man who does not own an automobile will be relieved in so far as the
gasoline tax is not passed on in the way of increased charges. But the gasoline tax will not appear on the
annual tax receipts and therefore is less noticeable.
The answer to the question, “should the states continue to match the Federal Aid dollar?” in the opinion
of the writer is, “yes, until the Federal system of 180,000 miles of road is completed.” This ought to be
accomplished in about ten years.
Most of the Mid-west and Western states pay into the national Federal Aid fund, as duties, revenue taxes,
etc., less than they receive in the way of Federal Aid. These states, therefore, are the gainers in the matching
process. Even where there is no financial advantage as in some of the more populous states, there is a
psychological advantage in the stimulus which this money gives toward the building of good roads. Good,
dependable, 365-days-a-year roads must come. They are demanded by the 10,000,000 pleasure automobile
owners and their 30,000,000 additional passengers; they are demanded by the more than 2,000,000
commercial vehicle owners and their 50,000,000 patrons; they are demanded by the man who lounges
along in a smooth-riding silent $10,000 car; and they are demanded by the driver of the sputtering, rough-
riding, ear-splitting $400 car. Yes, good roads must come, and the Federal Aid movement begun at the
behest and in behalf of the farm element will continue even if the burdens of building and maintenance be
shifted through the gasoline tax and the automobile license, from the farm and city real estate to the owners
and users of motor-driven vehicles. With all these influences working it is not likely legislatures will refuse
to match dollars with the Government.
Financing Highway Transportation. —There are at least three methods of financing highway
transportation: (1) Individual; (2) Partnership; and (3) Corporation.
Individual. —The individual method may be divided into two classes: (1) Those that are a part of
auxiliary to or accessory to other business, and (2) those that make up or compose the business itself.
The highway transport lines that are auxiliary to other business may be illustrated by the delivery truck of
the grocer, the trucks for hauling to and from the depots of large department stores, or better the trucks
owned by creameries which perform a sort of express service for the producers of milk and cream. The
Fairmont Creameries, with headquarters at Omaha, operate more than 140 trucks, many of which make
regular trips over established routes, picking up at the farmer’s gate full cans of cream and milk and leaving
empty ones. The cost of these services, while ostensibly borne by the creamery, must of necessity be
accounted for and charged to the expense of doing business or to the individual sellers of cream. The
business is not run as a trucking or transportation business, but as a creamery, a department store, or a
grocery, and is reckoned in as part of the annual expense or overhead charges. The motor to the truck
gardener is of as much importance as any other part of his business. In fact his plant would be as
handicapped without it as would a clock without its hour hand. The same may be said of practically all
enterprises which depend on transportation upon the highways as a function of their business.
All such transportation, therefore, is financed in exactly the same manner as the business itself, in fact it
is a part of it.
In the other class of individual ownership the business is usually so small that one person, the owner, can
look after the whole of it. He may or may not have any assistants. However, he finances it as an individual.
He either has the money at the beginning or is able to borrow it. If he borrows it he gives his note
acknowledging the debt and stating the time or times for payment, rate of interest and any other stipulations
that might have been entered into at the time of securing the loan. He will probably give a mortgage on his
property, that is a writ showing the debt to be a lien on the property under which the loaner of the money
may, if it is not paid as stipulated, foreclose and sell the property for the settlement of the debt. It becomes
null when the note on which it is based has been paid. If, however, it has been “recorded” in the office of
the Register of Deeds or other place set aside for that purpose, it will have to be “released” and the release
recorded in order to clear the title to the property.
Partnership. —An agreement of two or more persons to combine their property, labor, or skill for the
purpose of transacting any particular business for their joint profit is called a partnership. The agreement
may be oral or written. The partnership is just as extensive as the business it is proposed to do, but no more
so. Each partner is entitled to his share of the profits as arranged for in the agreement but in the absence of
any stipulation the law will presume equal shares. The partners may agree on a way of dividing the losses,
gasoline tax is not passed on in the way of increased charges. But the gasoline tax will not appear on the
annual tax receipts and therefore is less noticeable.
The answer to the question, “should the states continue to match the Federal Aid dollar?” in the opinion
of the writer is, “yes, until the Federal system of 180,000 miles of road is completed.” This ought to be
accomplished in about ten years.
Most of the Mid-west and Western states pay into the national Federal Aid fund, as duties, revenue taxes,
etc., less than they receive in the way of Federal Aid. These states, therefore, are the gainers in the matching
process. Even where there is no financial advantage as in some of the more populous states, there is a
psychological advantage in the stimulus which this money gives toward the building of good roads. Good,
dependable, 365-days-a-year roads must come. They are demanded by the 10,000,000 pleasure automobile
owners and their 30,000,000 additional passengers; they are demanded by the more than 2,000,000
commercial vehicle owners and their 50,000,000 patrons; they are demanded by the man who lounges
along in a smooth-riding silent $10,000 car; and they are demanded by the driver of the sputtering, rough-
riding, ear-splitting $400 car. Yes, good roads must come, and the Federal Aid movement begun at the
behest and in behalf of the farm element will continue even if the burdens of building and maintenance be
shifted through the gasoline tax and the automobile license, from the farm and city real estate to the owners
and users of motor-driven vehicles. With all these influences working it is not likely legislatures will refuse
to match dollars with the Government.
Financing Highway Transportation. —There are at least three methods of financing highway
transportation: (1) Individual; (2) Partnership; and (3) Corporation.
Individual. —The individual method may be divided into two classes: (1) Those that are a part of
auxiliary to or accessory to other business, and (2) those that make up or compose the business itself.
The highway transport lines that are auxiliary to other business may be illustrated by the delivery truck of
the grocer, the trucks for hauling to and from the depots of large department stores, or better the trucks
owned by creameries which perform a sort of express service for the producers of milk and cream. The
Fairmont Creameries, with headquarters at Omaha, operate more than 140 trucks, many of which make
regular trips over established routes, picking up at the farmer’s gate full cans of cream and milk and leaving
empty ones. The cost of these services, while ostensibly borne by the creamery, must of necessity be
accounted for and charged to the expense of doing business or to the individual sellers of cream. The
business is not run as a trucking or transportation business, but as a creamery, a department store, or a
grocery, and is reckoned in as part of the annual expense or overhead charges. The motor to the truck
gardener is of as much importance as any other part of his business. In fact his plant would be as
handicapped without it as would a clock without its hour hand. The same may be said of practically all
enterprises which depend on transportation upon the highways as a function of their business.
All such transportation, therefore, is financed in exactly the same manner as the business itself, in fact it
is a part of it.
In the other class of individual ownership the business is usually so small that one person, the owner, can
look after the whole of it. He may or may not have any assistants. However, he finances it as an individual.
He either has the money at the beginning or is able to borrow it. If he borrows it he gives his note
acknowledging the debt and stating the time or times for payment, rate of interest and any other stipulations
that might have been entered into at the time of securing the loan. He will probably give a mortgage on his
property, that is a writ showing the debt to be a lien on the property under which the loaner of the money
may, if it is not paid as stipulated, foreclose and sell the property for the settlement of the debt. It becomes
null when the note on which it is based has been paid. If, however, it has been “recorded” in the office of
the Register of Deeds or other place set aside for that purpose, it will have to be “released” and the release
recorded in order to clear the title to the property.
Partnership. —An agreement of two or more persons to combine their property, labor, or skill for the
purpose of transacting any particular business for their joint profit is called a partnership. The agreement
may be oral or written. The partnership is just as extensive as the business it is proposed to do, but no more
so. Each partner is entitled to his share of the profits as arranged for in the agreement but in the absence of
any stipulation the law will presume equal shares. The partners may agree on a way of dividing the losses,
Page 306
but such agreement will only hold as against those to whom it is made known and credit has been given
accordingly. The laws usually provide that articles of partnership may be made known generally to the
public by proper publication and recording in a place designated for that purpose. Although long neglect of
any articles of agreement will act as a waiver against an innocent creditor.
In a partnership the action of one partner with some exceptions, binds the whole partnership, so that
rather than have several members to a partnership it is better to form a corporation. A partnership may
borrow money and mortgage its property just the same as an individual.
A transport line then could be financed by each partner putting in a definite proportion of the capital. Two
men might enter into a partnership and one man furnish all the capital, the other the skill and experience
necessary to operate the business, the profits and losses to be shared in a manner agreed upon. However,
without notice to a creditor at the time the debt was entered into each partner could be held for the entire
debt if partnership property would not take care of it.
The advantages to be derived from a partnership are that larger capital may be obtained and more
business done, the benefit of business skill and experience may be procured, and the work of management
may be sub-divided among the several partners so that each may become more proficient, or more
efficiently administer his own department.
There will be no particular difference between the financing of the partnership and the individual
ownership, except perhaps more capital will come in with more partners. The partnership agreement should,
to prevent misunderstanding, be carefully drawn up in writing and signed by each partner. It should state
the amount and kind of capital each partner puts into the business, the relations and duties of the partners,
and the manner in which profits and losses are to be shared.
Corporation. —A corporation is a legal combination of two or more persons into an artificial personage
for the purpose of carrying on some lawful business under such grants as secure to it a legal existence and
power to act even though the individual memberships change.
In this type of proprietorship the individual owners called stockholders are liable for the debts of the
business only to the extent of their stockholding, in some states to double the par value of their stock. The
stockholders have a voice in the affairs of the business only to the extent of their ownership of stock, such
ownership being evidenced by certificates of stock issued in proportion to the number of shares of stock
owned. State laws are voluminous and restrictions are numerous for the regulation of corporations. The
organization must be made according to law and then incorporated. It must conduct its work according to
definite requirements, file regular reports, pay special taxes, and so on. The business is conducted through a
board of directors elected by the stockholders at regular intervals of time specified in the articles of
incorporation. The board of directors usually elects its own officers and appoints a manager or managers for
the business. The operation of the business is under the direction of a manager, who may as a rule appoint
his assistants and employees, unless this latter be designated to under officers. The manager is under the
supervision of the board of directors, and the directors hold their office at the hands of the stockholders. So
that the real owners have only an indirect supervision over the affairs of the business. The corporation is
given a name and seal and is empowered to act as an individual, may borrow money, own property, sue and
be sued. Notwithstanding its somewhat cumbersome machinery the corporation is a favorite form of
organization possibly because of its limited liability feature, its close centralized control even though the
ownership be spread over large numbers, and the amount of money handled be great.
The large transportation companies, the railways, the steamship lines, electric street cars, canals, trolley
lines, pipe lines, and so on, when held under private ownership, are all organized in this manner. There are
many bus lines and many truck lines already incorporated, and with time the number will, no doubt, rapidly
increase.
The shares of stock usually have a par value of $100. These are sold to investors to obtain the working
capital. The amount of stock is limited by the articles of incorporation and must not exceed by the laws of
most states an amount conducive to good business. The stock may be either common or preferred. Holders
of preferred stock have some preferment such as drawing a definite fixed rate of interest while common
stock receives no dividends until the interest on the preferred stock is paid.
Corporations may also raise money by selling bonds. These are certificates of indebtedness, bearing a
fixed rate of interest, payable at definite fixed periods. Like other bonds they may be either sinking-fund,
accordingly. The laws usually provide that articles of partnership may be made known generally to the
public by proper publication and recording in a place designated for that purpose. Although long neglect of
any articles of agreement will act as a waiver against an innocent creditor.
In a partnership the action of one partner with some exceptions, binds the whole partnership, so that
rather than have several members to a partnership it is better to form a corporation. A partnership may
borrow money and mortgage its property just the same as an individual.
A transport line then could be financed by each partner putting in a definite proportion of the capital. Two
men might enter into a partnership and one man furnish all the capital, the other the skill and experience
necessary to operate the business, the profits and losses to be shared in a manner agreed upon. However,
without notice to a creditor at the time the debt was entered into each partner could be held for the entire
debt if partnership property would not take care of it.
The advantages to be derived from a partnership are that larger capital may be obtained and more
business done, the benefit of business skill and experience may be procured, and the work of management
may be sub-divided among the several partners so that each may become more proficient, or more
efficiently administer his own department.
There will be no particular difference between the financing of the partnership and the individual
ownership, except perhaps more capital will come in with more partners. The partnership agreement should,
to prevent misunderstanding, be carefully drawn up in writing and signed by each partner. It should state
the amount and kind of capital each partner puts into the business, the relations and duties of the partners,
and the manner in which profits and losses are to be shared.
Corporation. —A corporation is a legal combination of two or more persons into an artificial personage
for the purpose of carrying on some lawful business under such grants as secure to it a legal existence and
power to act even though the individual memberships change.
In this type of proprietorship the individual owners called stockholders are liable for the debts of the
business only to the extent of their stockholding, in some states to double the par value of their stock. The
stockholders have a voice in the affairs of the business only to the extent of their ownership of stock, such
ownership being evidenced by certificates of stock issued in proportion to the number of shares of stock
owned. State laws are voluminous and restrictions are numerous for the regulation of corporations. The
organization must be made according to law and then incorporated. It must conduct its work according to
definite requirements, file regular reports, pay special taxes, and so on. The business is conducted through a
board of directors elected by the stockholders at regular intervals of time specified in the articles of
incorporation. The board of directors usually elects its own officers and appoints a manager or managers for
the business. The operation of the business is under the direction of a manager, who may as a rule appoint
his assistants and employees, unless this latter be designated to under officers. The manager is under the
supervision of the board of directors, and the directors hold their office at the hands of the stockholders. So
that the real owners have only an indirect supervision over the affairs of the business. The corporation is
given a name and seal and is empowered to act as an individual, may borrow money, own property, sue and
be sued. Notwithstanding its somewhat cumbersome machinery the corporation is a favorite form of
organization possibly because of its limited liability feature, its close centralized control even though the
ownership be spread over large numbers, and the amount of money handled be great.
The large transportation companies, the railways, the steamship lines, electric street cars, canals, trolley
lines, pipe lines, and so on, when held under private ownership, are all organized in this manner. There are
many bus lines and many truck lines already incorporated, and with time the number will, no doubt, rapidly
increase.
The shares of stock usually have a par value of $100. These are sold to investors to obtain the working
capital. The amount of stock is limited by the articles of incorporation and must not exceed by the laws of
most states an amount conducive to good business. The stock may be either common or preferred. Holders
of preferred stock have some preferment such as drawing a definite fixed rate of interest while common
stock receives no dividends until the interest on the preferred stock is paid.
Corporations may also raise money by selling bonds. These are certificates of indebtedness, bearing a
fixed rate of interest, payable at definite fixed periods. Like other bonds they may be either sinking-fund,
Page 307
serial or annuity. Bonds differ from stocks in that their owners have no voice in the affairs of the
corporation.
Money may also be borrowed on the notes of the corporation signed by its officers, when authorized by
the board of directors.
Since the laws of the several states vary so widely and there are so many of them, it is impossible to give
even a brief synopsis here. Should any highway transport company wish to incorporate it would be well to
seek the advice of a lawyer and have him draw up the articles of incorporation and see that the laws of the
state are fully complied with.
Public Ownership. —It is not the intention here to go into a lengthy discussion of the merits and demerits
of public ownership, but merely to mention this as a method of financing transportation lines.
On the continent of Europe public ownership of railways and canals has long been the practice. In
England there is private ownership of railways, but the post office department operates the telegraph lines.
In this country the Government has built and operates several ship canals, including the great Panama canal.
The state of New York owns and operates the Erie Canal. During the War the operation of railways was
taken under supervision by the Government, but this has now been turned back to the several lines. The
public regulation, however, of railways is so strict, that they have so little initiative and freedom left, so
little power to make rates, so little choice as how to deal with employees, that they might just as well be
operated by the Government. Indeed, it is frequently stated that there is quite a large minority of the
American citizenship that would like to see the Government take over all the railways and operate them as
it does the Post Office at the mere cost of operation and maintenance.
On the other hand, a very large number of persons believe that the best governed nation is the one least
governed and that the ordinary commercial and financial laws of supply and demand should regulate prices
and that private capital should govern all industries.
There are places, however, where it seems to be the part of wisdom to establish public ownership. First,
where the amount of money necessary to finance and operate the enterprise becomes a menace to the rest of
the country, or where it is so large that it becomes a practical monopoly, then it would seem just for the
Government to step in and, as in the case of the Standard Oil Company, force an unscrambling, or else take
it over and run it as a public industry.
Second, where the work is so large that it is difficult to get private enterprise to take it over without
grants of privileges that would be exorbitant and, perhaps, scandalous. The building of the Panama Canal
proved too great a task for a French private company. This does not say that an American company could
not have completed it, but to get money for a doubtful or uncertain proposition is not easy. The great Sault
Ste. Marie locks under Government control are very satisfactory, probably more so than if they were
operated by private capital for private profit.
Third, public ownership is advisable where private lines of transportation fail to accommodate the public.
Numerous applications are being made nowadays by railroads for the privilege of discontinuing trains on
branch lines. In some cases these have been allowed by railway commissions, in others refused. But if they
are not paying, the public will not indefinitely force the railways to maintain them. Then it will be proper
for the Government to take them over, finance and operate them, even at a loss if necessary, providing the
same work can not be done by private highway transport lines.
Likewise, street-car lines are complaining bitterly at the inroads of the automobile upon their business.
But street-car lines are necessary to the social and business functions of a city. It cannot very well get along
without them. The streets are hardly wide enough to accommodate the passenger and commercial traffic as
it is. With the street cars off that would be doubled with very much increased congestion and loss of time
and a correspondingly greater number of accidents.
The street cars in every considerable municipality must be kept going. The Des Moines strike of 1921
proved that conclusively. It may be necessary for the city governments to take them over and pay any
deficit from public taxation. But even that will be money well expended.
The same arguments apply to those lines of railroad whose traffic consists largely of short haul and
comparatively small lots. If they cannot be made to pay it may be necessary for the public to take them over
and keep them running on their longer hauls even at a loss in order to prevent the congestion that would
ensue to the public roads should all the traffic be forced to the truck. Also, trucks and buses are not
corporation.
Money may also be borrowed on the notes of the corporation signed by its officers, when authorized by
the board of directors.
Since the laws of the several states vary so widely and there are so many of them, it is impossible to give
even a brief synopsis here. Should any highway transport company wish to incorporate it would be well to
seek the advice of a lawyer and have him draw up the articles of incorporation and see that the laws of the
state are fully complied with.
Public Ownership. —It is not the intention here to go into a lengthy discussion of the merits and demerits
of public ownership, but merely to mention this as a method of financing transportation lines.
On the continent of Europe public ownership of railways and canals has long been the practice. In
England there is private ownership of railways, but the post office department operates the telegraph lines.
In this country the Government has built and operates several ship canals, including the great Panama canal.
The state of New York owns and operates the Erie Canal. During the War the operation of railways was
taken under supervision by the Government, but this has now been turned back to the several lines. The
public regulation, however, of railways is so strict, that they have so little initiative and freedom left, so
little power to make rates, so little choice as how to deal with employees, that they might just as well be
operated by the Government. Indeed, it is frequently stated that there is quite a large minority of the
American citizenship that would like to see the Government take over all the railways and operate them as
it does the Post Office at the mere cost of operation and maintenance.
On the other hand, a very large number of persons believe that the best governed nation is the one least
governed and that the ordinary commercial and financial laws of supply and demand should regulate prices
and that private capital should govern all industries.
There are places, however, where it seems to be the part of wisdom to establish public ownership. First,
where the amount of money necessary to finance and operate the enterprise becomes a menace to the rest of
the country, or where it is so large that it becomes a practical monopoly, then it would seem just for the
Government to step in and, as in the case of the Standard Oil Company, force an unscrambling, or else take
it over and run it as a public industry.
Second, where the work is so large that it is difficult to get private enterprise to take it over without
grants of privileges that would be exorbitant and, perhaps, scandalous. The building of the Panama Canal
proved too great a task for a French private company. This does not say that an American company could
not have completed it, but to get money for a doubtful or uncertain proposition is not easy. The great Sault
Ste. Marie locks under Government control are very satisfactory, probably more so than if they were
operated by private capital for private profit.
Third, public ownership is advisable where private lines of transportation fail to accommodate the public.
Numerous applications are being made nowadays by railroads for the privilege of discontinuing trains on
branch lines. In some cases these have been allowed by railway commissions, in others refused. But if they
are not paying, the public will not indefinitely force the railways to maintain them. Then it will be proper
for the Government to take them over, finance and operate them, even at a loss if necessary, providing the
same work can not be done by private highway transport lines.
Likewise, street-car lines are complaining bitterly at the inroads of the automobile upon their business.
But street-car lines are necessary to the social and business functions of a city. It cannot very well get along
without them. The streets are hardly wide enough to accommodate the passenger and commercial traffic as
it is. With the street cars off that would be doubled with very much increased congestion and loss of time
and a correspondingly greater number of accidents.
The street cars in every considerable municipality must be kept going. The Des Moines strike of 1921
proved that conclusively. It may be necessary for the city governments to take them over and pay any
deficit from public taxation. But even that will be money well expended.
The same arguments apply to those lines of railroad whose traffic consists largely of short haul and
comparatively small lots. If they cannot be made to pay it may be necessary for the public to take them over
and keep them running on their longer hauls even at a loss in order to prevent the congestion that would
ensue to the public roads should all the traffic be forced to the truck. Also, trucks and buses are not
Page 308
altogether dependable in spells of bad weather, and there may be other conditions that would make the
steam train the better and more economical transportion agent, as it always is where large quantities are to
be transported. It would be better to try to regulate all transport service that each might be made into a
paying proposition. If it cannot be done by regulation the powerful long arm of government will have to
take charge.
SELECTED REFERENCES
Blanchard, A. H., “Elements of Highway Engineering,” Chapter II, John Wiley & Sons, New York.
Blanchard, A. H. and Drowne, H. B., “Text-book on Highway Engineering,” Chap. XXVII, John Wiley & Sons, New York.
Bradt, S. E., “Financing Permanent Roads,” Proceedings National Conference on Concrete Road Building, 1914, p. 26, Chicago.
Chatburn, G. R., “Highway Engineering,” pp. 335 et seq. John Wiley & Sons, New York.
“Financing and Bonding Highway Work,” Proceedings Am. Soc. C. E., Vol. XLVIII, four articles by F. S. Green, pp. 511-512; H. S. Sisson, pp.
513-515; E. C. Lunt, pp. 337-339; and J. N. Cole, 326-330.
Hews, L. T. and Glover, J. W., “Highway Bonds,” Bulletin 136, U. S. Department of Agriculture.
Lewis, Nelson P., “The Planning of the Modern City,” Chap. XIX; “Financing of Highway Improvements,” American Highway Engineers’
Handbook, Section 28; John Wiley & Sons, New York.
Nolen, John, “City Planning,” Chap. XVI, D. Appleton & Co., New York.
Robinson, C. M., “City Planning,” Chap. XVII, G. P. Putnam’s Sons, New York.
Tilson, G. W., “Street Pavements and Paving Materials,” Chap. VI, John Wiley & Sons, New York.
Van Ornum, “Theory and Practice of Special Assessments,” Transactions Am. Soc. C. E., Vol. XXXVIII, pp. 336-422.
FOOTNOTES
[197] See Chatburn’s “Highway Engineering,” Wiley & Sons, New York, p. 335 et seq.
[198] From Bulletin 136, U. S. Department of Agriculture.
[199] Newspaper article.
[200] Report of a Joint Committee appointed by the Governor and the 1921 Session of the Nebraska Legislature regarding the relative
cost of road construction by the state and by various counties.
steam train the better and more economical transportion agent, as it always is where large quantities are to
be transported. It would be better to try to regulate all transport service that each might be made into a
paying proposition. If it cannot be done by regulation the powerful long arm of government will have to
take charge.
SELECTED REFERENCES
Blanchard, A. H., “Elements of Highway Engineering,” Chapter II, John Wiley & Sons, New York.
Blanchard, A. H. and Drowne, H. B., “Text-book on Highway Engineering,” Chap. XXVII, John Wiley & Sons, New York.
Bradt, S. E., “Financing Permanent Roads,” Proceedings National Conference on Concrete Road Building, 1914, p. 26, Chicago.
Chatburn, G. R., “Highway Engineering,” pp. 335 et seq. John Wiley & Sons, New York.
“Financing and Bonding Highway Work,” Proceedings Am. Soc. C. E., Vol. XLVIII, four articles by F. S. Green, pp. 511-512; H. S. Sisson, pp.
513-515; E. C. Lunt, pp. 337-339; and J. N. Cole, 326-330.
Hews, L. T. and Glover, J. W., “Highway Bonds,” Bulletin 136, U. S. Department of Agriculture.
Lewis, Nelson P., “The Planning of the Modern City,” Chap. XIX; “Financing of Highway Improvements,” American Highway Engineers’
Handbook, Section 28; John Wiley & Sons, New York.
Nolen, John, “City Planning,” Chap. XVI, D. Appleton & Co., New York.
Robinson, C. M., “City Planning,” Chap. XVII, G. P. Putnam’s Sons, New York.
Tilson, G. W., “Street Pavements and Paving Materials,” Chap. VI, John Wiley & Sons, New York.
Van Ornum, “Theory and Practice of Special Assessments,” Transactions Am. Soc. C. E., Vol. XXXVIII, pp. 336-422.
FOOTNOTES
[197] See Chatburn’s “Highway Engineering,” Wiley & Sons, New York, p. 335 et seq.
[198] From Bulletin 136, U. S. Department of Agriculture.
[199] Newspaper article.
[200] Report of a Joint Committee appointed by the Governor and the 1921 Session of the Nebraska Legislature regarding the relative
cost of road construction by the state and by various counties.
Page 309
CHAPTER XI
HIGHWAY ACCIDENTS AND THEIR MITIGATION
It may be true that accidents are commonly the result of disorder, but as
there seems to be no panacea for disorder, accidents cannot entirely be
prevented. The best thing that can be done at present is to arrange
everything connected with the road so that the chance of accident will be
kept as low as it is possible for imperfect humanity to keep it.
Transportation accidents have always occurred and probably always will
occur. In the early days of the railway such papers as Harper’s Weekly ran
weekly illustrated accounts of railway accidents. If it was the intention to
induce the people not to patronize the train service it utterly failed. To
prevent shipping accidents the Government has spent millions in
lighthouses and water-front protection. Great quantities of money have been
spent to make safe river transportation. Elaborate national and international
codes of rules for navigation have been adopted. Laws to regulate railways
have been passed. The newest form of transportation, aviation, has already
been a subject for the law makers’ wisdom.
Of all classes of accidents, whatever, as reported by life and accident
insurance companies, that coming under the heading “Automobile” is by far
the largest. The Insurance Press stated that during the year 1920 the
automobile caused 12,000 fatalities and 1,500,000 non-fatal injuries. The
1921 statistics show approximately the same results.[201] Since it is quite
likely that many accidents never get into the enumeration it may be
assumed without fear of successful contradiction that about one car out of
every seven has an accident causing injury to human beings each year. The
number of accidents in which no human injury results must be fully as
many more.
With ten million automobiles in every conceivable state of repair, with
ten million drivers with every imaginable diversity of expertness, with
many millions of unexpected conditions constantly turning up it would be,
indeed, very strange if no accidents occurred.
Classification of and remedies for accidents can only be made in a most
general manner. In some of what follows the mere calling attention to the
HIGHWAY ACCIDENTS AND THEIR MITIGATION
It may be true that accidents are commonly the result of disorder, but as
there seems to be no panacea for disorder, accidents cannot entirely be
prevented. The best thing that can be done at present is to arrange
everything connected with the road so that the chance of accident will be
kept as low as it is possible for imperfect humanity to keep it.
Transportation accidents have always occurred and probably always will
occur. In the early days of the railway such papers as Harper’s Weekly ran
weekly illustrated accounts of railway accidents. If it was the intention to
induce the people not to patronize the train service it utterly failed. To
prevent shipping accidents the Government has spent millions in
lighthouses and water-front protection. Great quantities of money have been
spent to make safe river transportation. Elaborate national and international
codes of rules for navigation have been adopted. Laws to regulate railways
have been passed. The newest form of transportation, aviation, has already
been a subject for the law makers’ wisdom.
Of all classes of accidents, whatever, as reported by life and accident
insurance companies, that coming under the heading “Automobile” is by far
the largest. The Insurance Press stated that during the year 1920 the
automobile caused 12,000 fatalities and 1,500,000 non-fatal injuries. The
1921 statistics show approximately the same results.[201] Since it is quite
likely that many accidents never get into the enumeration it may be
assumed without fear of successful contradiction that about one car out of
every seven has an accident causing injury to human beings each year. The
number of accidents in which no human injury results must be fully as
many more.
With ten million automobiles in every conceivable state of repair, with
ten million drivers with every imaginable diversity of expertness, with
many millions of unexpected conditions constantly turning up it would be,
indeed, very strange if no accidents occurred.
Classification of and remedies for accidents can only be made in a most
general manner. In some of what follows the mere calling attention to the
Page 310
nature of the accident will suggest the remedy; in others precautions will be
mentioned.
The Driver. —No matter how careful a driver may be there will be
accidents, but the greatest number occur with drivers who may be classified
as: (1) Mentally or physically unfit, (2) Ignorant, (3) Indifferent, (4)
Reckless by nature.
The unfitness may be caused by sickness, acute or chronic, business
worry, overwork, loss of sleep, intoxication, the undevelopment of youth or
the feebleness of old age. Men of ordinarily good judgment have become
nervous and lost their heads in times of crises. The good driver must react
quickly, his foot must press the brake pedal, his hand turn the steering
wheel almost unconsciously. His mind works reflexively; the gas, the brake,
the steering are operated and related to each other so perfectly that the car
goes where it should without the conscious mind giving it any particular
attention except in cases of emergency. With an untrained mind the car will
frequently go where it should not quite as unconsciously as in the other case
it goes where it should. The driver looks at a bump in the road and thinks, “I
must not hit it,” but he watches it intently and almost as surely hits it.
Instances are not uncommon of men who have become drowsy while
driving and allowed the car to run into the ditch. Mental and physical
alertness have saved many cars from serious accident. Ignorance of how to
operate a car may not mean ignorance in other things. Too many persons try
to operate a car without knowing anything whatsoever about it except to put
on the gas, shift gears, and turn the steering wheel to the right or the left.
They frequently lack decision, will power and imagination, or they go to the
opposite extreme forget to be courteous and hog the whole road. The driver
of a car is like the soldier going into battle, thinks the other man may be hit
but not he. The driver, too often, believes himself to be immune. He knows
there are bound to be accidents to some but he continues to take chances.
Inexperience is as bad as any other kind of ignorance except that the tyro
imagines continually that he may have an accident and is always on the
watch. He usually, too, drives slowly until self confidence leads him to a
quicker pace. Many an ignorant driver may, as the tyro mentioned, be
absolutely careful, but not knowing how to manipulate his machine kills the
engine in the most dangerous places, or otherwise brings about an accident.
The indifferent or “don’t care” personage is one of the worst offenders.
He passes through a string of cars without paying any attention, taking it for
mentioned.
The Driver. —No matter how careful a driver may be there will be
accidents, but the greatest number occur with drivers who may be classified
as: (1) Mentally or physically unfit, (2) Ignorant, (3) Indifferent, (4)
Reckless by nature.
The unfitness may be caused by sickness, acute or chronic, business
worry, overwork, loss of sleep, intoxication, the undevelopment of youth or
the feebleness of old age. Men of ordinarily good judgment have become
nervous and lost their heads in times of crises. The good driver must react
quickly, his foot must press the brake pedal, his hand turn the steering
wheel almost unconsciously. His mind works reflexively; the gas, the brake,
the steering are operated and related to each other so perfectly that the car
goes where it should without the conscious mind giving it any particular
attention except in cases of emergency. With an untrained mind the car will
frequently go where it should not quite as unconsciously as in the other case
it goes where it should. The driver looks at a bump in the road and thinks, “I
must not hit it,” but he watches it intently and almost as surely hits it.
Instances are not uncommon of men who have become drowsy while
driving and allowed the car to run into the ditch. Mental and physical
alertness have saved many cars from serious accident. Ignorance of how to
operate a car may not mean ignorance in other things. Too many persons try
to operate a car without knowing anything whatsoever about it except to put
on the gas, shift gears, and turn the steering wheel to the right or the left.
They frequently lack decision, will power and imagination, or they go to the
opposite extreme forget to be courteous and hog the whole road. The driver
of a car is like the soldier going into battle, thinks the other man may be hit
but not he. The driver, too often, believes himself to be immune. He knows
there are bound to be accidents to some but he continues to take chances.
Inexperience is as bad as any other kind of ignorance except that the tyro
imagines continually that he may have an accident and is always on the
watch. He usually, too, drives slowly until self confidence leads him to a
quicker pace. Many an ignorant driver may, as the tyro mentioned, be
absolutely careful, but not knowing how to manipulate his machine kills the
engine in the most dangerous places, or otherwise brings about an accident.
The indifferent or “don’t care” personage is one of the worst offenders.
He passes through a string of cars without paying any attention, taking it for
Page 311
granted that the other fellow will do the looking out. He runs over the walk
lines without giving thought to the pedestrians who have as much right
there as he. It is said that women are more likely to be afflicted with
indifferency than men. If this be so, no doubt the scientist could explain it
on the theory that for ages women have been given first place by the men,
they have seldom been called upon to look out for themselves, but have
always depended upon being cared for especially in times of danger, hence
now they unconsciously expect all cars, especially those with men drivers,
to avoid them. The indifferent person does not look both ways before
crossing a railroad track. He starts to walk across a street without noticing
whether or not automobiles are coming. He pays no attention to signs and
danger signals along the way. He takes dangers as nonchalantly as though
driving in the lonely desert. He knows that accidents do happen and
imagines that some day or other he will “get his” but thinks that day is
always a long time in the future. When spoken to in regard to his careless
driving he laughingly puts it off with, “Oh, I am all right. Nothing will
happen to me.” But, all too frequently something does happen.
The reckless by nature are not so uncommon as one might think. There is
more or less recklessness in all mankind. Else why do they enjoy reading of
and seeing deeds of daring? An aeronaut looping-the-loop used to draw
hundreds to a fair. When that became common and ceased to produce thrills
the daring air man leapt from the plane descending by parachute, or passed
from one plane to another. The papers will fill their columns with accounts
of a daring flight across the ocean, the people pay for and read these papers
because they in a measure satisfy the natural reckless longing of mankind.
Wild west stuff in the movies receives a large patronage when everyone
knows that the days of uncouth and reckless cow-boyism are gone forever.
Horse races and automobile races because of the elements of contest and
danger cater to the same wild propensities. When two race horses come
beside each other they champ their bits and throw their heads in a wild
endeavor to be off. The human animal, too, when another machine tries to
pass him, has the same instinctive inclination to keep it from doing so.
Of course there are all degrees of recklessness and it certainly is not to be
condoned on the theory that it is an inherited tendency. Might as well say
that civilized man should continue the barbarous customs of head-hunting
and cannibalism. The time has arrived when all such barbarian actions
should absolutely cease. The slogan, “Wreckless, not Reckless,” should
lines without giving thought to the pedestrians who have as much right
there as he. It is said that women are more likely to be afflicted with
indifferency than men. If this be so, no doubt the scientist could explain it
on the theory that for ages women have been given first place by the men,
they have seldom been called upon to look out for themselves, but have
always depended upon being cared for especially in times of danger, hence
now they unconsciously expect all cars, especially those with men drivers,
to avoid them. The indifferent person does not look both ways before
crossing a railroad track. He starts to walk across a street without noticing
whether or not automobiles are coming. He pays no attention to signs and
danger signals along the way. He takes dangers as nonchalantly as though
driving in the lonely desert. He knows that accidents do happen and
imagines that some day or other he will “get his” but thinks that day is
always a long time in the future. When spoken to in regard to his careless
driving he laughingly puts it off with, “Oh, I am all right. Nothing will
happen to me.” But, all too frequently something does happen.
The reckless by nature are not so uncommon as one might think. There is
more or less recklessness in all mankind. Else why do they enjoy reading of
and seeing deeds of daring? An aeronaut looping-the-loop used to draw
hundreds to a fair. When that became common and ceased to produce thrills
the daring air man leapt from the plane descending by parachute, or passed
from one plane to another. The papers will fill their columns with accounts
of a daring flight across the ocean, the people pay for and read these papers
because they in a measure satisfy the natural reckless longing of mankind.
Wild west stuff in the movies receives a large patronage when everyone
knows that the days of uncouth and reckless cow-boyism are gone forever.
Horse races and automobile races because of the elements of contest and
danger cater to the same wild propensities. When two race horses come
beside each other they champ their bits and throw their heads in a wild
endeavor to be off. The human animal, too, when another machine tries to
pass him, has the same instinctive inclination to keep it from doing so.
Of course there are all degrees of recklessness and it certainly is not to be
condoned on the theory that it is an inherited tendency. Might as well say
that civilized man should continue the barbarous customs of head-hunting
and cannibalism. The time has arrived when all such barbarian actions
should absolutely cease. The slogan, “Wreckless, not Reckless,” should
Page 312
govern. Perhaps two-thirds of the automobile accidents can be charged
either to carelessness or recklessness on the part of drivers. Can these
propensities be done away with? Only by creating a sentiment in favor of
careful and safe driving. DRIVE CAREFULLY should not only be posted
on the wind shield of every automobile but in the mind and consciousness
of every driver.
Driving and Operating. —Mention has already been made of reckless
driving. Speeding might be looked upon at times as reckless, at other times
not, although it at all times is more or less dangerous, for there is always a
chance that some part of the mechanism might suddenly go wrong, that
another machine may come in from a side road, or that there may be an
unseen bad place in the road. Reckless and fast driving together are almost
sure, sooner or later, to lead to accident and perhaps loss of life. The
Maryland State Road Commission has its patrolmen collect and report
accident data. During the three months of May, June and July of 1921, their
records show that 90 per cent of the accidents are due to speeding.
It has been suggested that automobiles ought to be installed with
governors which will limit the vehicle-speed to twenty-five or thirty miles
per hour. This is a very doubtful expedient for very many accidents occur
when vehicles are traveling at a very much less speed. Even trucks with
governors that limit them to 12 or 15 miles per hour frequently have
accidental collisions. Laws limiting speeds to 8, 12, or 15 miles through
villages while possibly wholesome will not wholly prevent accidents. In
congested cities speeds as high as 25 miles per hour are at times not only
allowable but highly desirable to relieve the congestion. The driver in such
instances must have his wits about him and drive with utmost care.
The sudden rounding of a sharp corner has caused many a car to turn
turtle; likewise suddenly turning a car from a rutted track will sometimes
cause the driver to lose control and the car to go into the ditch. If there is
snow, ice, loose earth or mud on the roadway or pavement, skidding, which
may result in a broken wheel or more disastrously, is quite likely to take
place. The remedy, of course, is to slow up before turning.
Passing or attempting to pass a car on the wrong side, and driving on the
wrong side of the street are sources of danger. So, also, is every infraction
of road customs and rules such as driving rapidly over crossings and those
portions of the street where the public have a right to walk, failure to slow
down at railway crossings, not watching the car ahead for hand signals, or
either to carelessness or recklessness on the part of drivers. Can these
propensities be done away with? Only by creating a sentiment in favor of
careful and safe driving. DRIVE CAREFULLY should not only be posted
on the wind shield of every automobile but in the mind and consciousness
of every driver.
Driving and Operating. —Mention has already been made of reckless
driving. Speeding might be looked upon at times as reckless, at other times
not, although it at all times is more or less dangerous, for there is always a
chance that some part of the mechanism might suddenly go wrong, that
another machine may come in from a side road, or that there may be an
unseen bad place in the road. Reckless and fast driving together are almost
sure, sooner or later, to lead to accident and perhaps loss of life. The
Maryland State Road Commission has its patrolmen collect and report
accident data. During the three months of May, June and July of 1921, their
records show that 90 per cent of the accidents are due to speeding.
It has been suggested that automobiles ought to be installed with
governors which will limit the vehicle-speed to twenty-five or thirty miles
per hour. This is a very doubtful expedient for very many accidents occur
when vehicles are traveling at a very much less speed. Even trucks with
governors that limit them to 12 or 15 miles per hour frequently have
accidental collisions. Laws limiting speeds to 8, 12, or 15 miles through
villages while possibly wholesome will not wholly prevent accidents. In
congested cities speeds as high as 25 miles per hour are at times not only
allowable but highly desirable to relieve the congestion. The driver in such
instances must have his wits about him and drive with utmost care.
The sudden rounding of a sharp corner has caused many a car to turn
turtle; likewise suddenly turning a car from a rutted track will sometimes
cause the driver to lose control and the car to go into the ditch. If there is
snow, ice, loose earth or mud on the roadway or pavement, skidding, which
may result in a broken wheel or more disastrously, is quite likely to take
place. The remedy, of course, is to slow up before turning.
Passing or attempting to pass a car on the wrong side, and driving on the
wrong side of the street are sources of danger. So, also, is every infraction
of road customs and rules such as driving rapidly over crossings and those
portions of the street where the public have a right to walk, failure to slow
down at railway crossings, not watching the car ahead for hand signals, or
Page 313
not giving hand signals when turning or stopping the car. How many drivers
run on past a street car when it is stopped for taking on or discharging
passengers. How many drivers watch the sidewalks, the store fronts, or turn
around to talk to the passengers on the rear seat instead of watching the
street with its many passing vehicles and pedestrians.
Horns. —Every car is supposed to be equipped with a good horn and it
should be used with caution when necessary but never when unnecessary or
so often as to become a nuisance. Horns should be regulated by law in just
the same manner as lights. The standard horn is one which honks, not one
which whistles or screeches. The siren is almost universally the property of
fire-fighting motors and many cities reserve its use to the fire departments,
making it a misdemeanor for any one else to use it. Screeching and
whistling horns should be relegated to the scrap pile. The honking horns are
now so well recognized that every one knows what they mean, and if they
are used properly and not too close to crossings will not frighten the
pedestrian. If honked too close a pedestrian may become excited and rush
back right in front of the car. Boys, and bicycles should not be allowed to
have honking horns, they should belong exclusively to the automobile.
Stopping Cars on Grades, Streets, etc. —The stopping of machines on
grades without thoroughly braking them or blocking the wheels, or leaving
them without wheels blocked on ferries may be and has been productive of
accidents. September 3, 1922, the papers reported that a taxi which had
been left on the brink at Niagara Falls and whose brakes failed to hold, had
carried a woman passenger over the cliff to her death.
Trucks, delivery wagons, ice-wagons, etc., frequently stop back of the
line of parked automobiles in the street restricting the way and causing all
passing vehicles to go over to the wrong side of the street thus congesting
traffic and furnishing a source of danger. Deliveries should, if possible, be
made at the alley or rear entrance. If that is impossible space might be
reserved at each end of the block for this purpose. There must also be space
reserved at the ends of blocks for the entry and discharge of street car and
bus passengers. Likewise the space about a fire hydrant should be kept
absolutely clear.
Backing. —Mr. L. A. Held, adjuster for the American Railway Express
Company, writing in the Express Messenger of July, 1922, says:
In those claims presented for damage arising out of accidents caused by our vehicles backing,
settlement in most every case is necessary as there is not the slightest chance of successfully
run on past a street car when it is stopped for taking on or discharging
passengers. How many drivers watch the sidewalks, the store fronts, or turn
around to talk to the passengers on the rear seat instead of watching the
street with its many passing vehicles and pedestrians.
Horns. —Every car is supposed to be equipped with a good horn and it
should be used with caution when necessary but never when unnecessary or
so often as to become a nuisance. Horns should be regulated by law in just
the same manner as lights. The standard horn is one which honks, not one
which whistles or screeches. The siren is almost universally the property of
fire-fighting motors and many cities reserve its use to the fire departments,
making it a misdemeanor for any one else to use it. Screeching and
whistling horns should be relegated to the scrap pile. The honking horns are
now so well recognized that every one knows what they mean, and if they
are used properly and not too close to crossings will not frighten the
pedestrian. If honked too close a pedestrian may become excited and rush
back right in front of the car. Boys, and bicycles should not be allowed to
have honking horns, they should belong exclusively to the automobile.
Stopping Cars on Grades, Streets, etc. —The stopping of machines on
grades without thoroughly braking them or blocking the wheels, or leaving
them without wheels blocked on ferries may be and has been productive of
accidents. September 3, 1922, the papers reported that a taxi which had
been left on the brink at Niagara Falls and whose brakes failed to hold, had
carried a woman passenger over the cliff to her death.
Trucks, delivery wagons, ice-wagons, etc., frequently stop back of the
line of parked automobiles in the street restricting the way and causing all
passing vehicles to go over to the wrong side of the street thus congesting
traffic and furnishing a source of danger. Deliveries should, if possible, be
made at the alley or rear entrance. If that is impossible space might be
reserved at each end of the block for this purpose. There must also be space
reserved at the ends of blocks for the entry and discharge of street car and
bus passengers. Likewise the space about a fire hydrant should be kept
absolutely clear.
Backing. —Mr. L. A. Held, adjuster for the American Railway Express
Company, writing in the Express Messenger of July, 1922, says:
In those claims presented for damage arising out of accidents caused by our vehicles backing,
settlement in most every case is necessary as there is not the slightest chance of successfully
Page 314
defending an action for damages resulting from such an accident. The handling of an automobile
while in reverse calls for the greatest care and continual vigilance. It is not sufficient to merely look
once before starting to back. On the contrary, the operator should continually watch the rear of his
truck and take almost extraordinary precautions to see that no harm befalls any person or property.
Where there is no one to guide him, it becomes quite difficult to avoid collisions, especially in
congested thoroughfares, for truth to tell, there appears to be an absolute lack of road courtesy on the
part of most automobile drivers. When more than one man is assigned to a vehicle, the helper should
take the position on the ground where he has an unobstructed view of traffic and pedestrians
approaching from all directions. This by no means is always done. It can be accounted for by no
other reason than neglect and laziness.
What Mr. Held says regarding express trucks applies with equal force to
all other motor cars.
Other Forms of Carelessness. —Mr. Held also speaks of claims
presented because drivers cut in ahead of street cars and were caught,
demolishing the truck and injuring the street car and some of its passengers.
Also, he continues, “there are a fair proportion of accidents from vehicles
being turned to and from the car tracks. The driver should always determine
whether the way is clear before diverting the course of his vehicle.”
There are many other forms of careless or reckless driving that might be
mentioned, such as, driving too close in heavy traffic, cutting in on traffic
—“stealing the road,” turning in the middle of a city block, attempting to
turn in too small a space, failure to go slowly near a school house or
children’s play ground, failure to be on the lookout for playing children
elsewhere, failure to try to anticipate what the other fellow is going to do.
The Car. —The car itself may be the cause of accidents. Faulty design
may result in the breaking of essential parts when the car is going at a rapid
gait. It must be said to the credit of modern design and manufacture that
while many parts break, few of those that may cause the car to turn turtle or
otherwise injure the passengers are found in the number. It is remarkable
that they are so few.
Skidding. —Failure to use wheel anti-skid chains on a slippery road or
pavement is a fertile source of danger. Skidding may break a wheel or cause
a collision with another car, or the car itself may slide off an embankment
into the ditch. Sometimes, too, cars skid on loose gravel, or clods of earth,
or even on slightly rough roads where a sufficient contact between wheel
and ground is not obtained for a good grip.
The Brake. —Perhaps the most serious danger in the car mechanism is
the brake. Mr. Harold F. Blanchard writing in Motor (New York), argues
that more than half, probably as much as 90 per cent of all motor accidents
while in reverse calls for the greatest care and continual vigilance. It is not sufficient to merely look
once before starting to back. On the contrary, the operator should continually watch the rear of his
truck and take almost extraordinary precautions to see that no harm befalls any person or property.
Where there is no one to guide him, it becomes quite difficult to avoid collisions, especially in
congested thoroughfares, for truth to tell, there appears to be an absolute lack of road courtesy on the
part of most automobile drivers. When more than one man is assigned to a vehicle, the helper should
take the position on the ground where he has an unobstructed view of traffic and pedestrians
approaching from all directions. This by no means is always done. It can be accounted for by no
other reason than neglect and laziness.
What Mr. Held says regarding express trucks applies with equal force to
all other motor cars.
Other Forms of Carelessness. —Mr. Held also speaks of claims
presented because drivers cut in ahead of street cars and were caught,
demolishing the truck and injuring the street car and some of its passengers.
Also, he continues, “there are a fair proportion of accidents from vehicles
being turned to and from the car tracks. The driver should always determine
whether the way is clear before diverting the course of his vehicle.”
There are many other forms of careless or reckless driving that might be
mentioned, such as, driving too close in heavy traffic, cutting in on traffic
—“stealing the road,” turning in the middle of a city block, attempting to
turn in too small a space, failure to go slowly near a school house or
children’s play ground, failure to be on the lookout for playing children
elsewhere, failure to try to anticipate what the other fellow is going to do.
The Car. —The car itself may be the cause of accidents. Faulty design
may result in the breaking of essential parts when the car is going at a rapid
gait. It must be said to the credit of modern design and manufacture that
while many parts break, few of those that may cause the car to turn turtle or
otherwise injure the passengers are found in the number. It is remarkable
that they are so few.
Skidding. —Failure to use wheel anti-skid chains on a slippery road or
pavement is a fertile source of danger. Skidding may break a wheel or cause
a collision with another car, or the car itself may slide off an embankment
into the ditch. Sometimes, too, cars skid on loose gravel, or clods of earth,
or even on slightly rough roads where a sufficient contact between wheel
and ground is not obtained for a good grip.
The Brake. —Perhaps the most serious danger in the car mechanism is
the brake. Mr. Harold F. Blanchard writing in Motor (New York), argues
that more than half, probably as much as 90 per cent of all motor accidents
Page 315
may be eliminated by making the stopping ability of motor vehicles a
maximum instead of 25 to 50 per cent, as is now the rule. He would have
brakes put on all four wheels and claims thereby the braking power of the
machine can be more than doubled. He further maintains that the braking
power of the ordinary car is extremely low, due, sometimes to the design of
the braking system and sometimes to the failure of the owner to adjust the
brakes properly. He states that a car equipped with an efficiently
constructed system of brakes on four wheels may be stopped from a speed
of 30 miles per hour in 36 feet, whereas an average car in the hands of the
average motorist will require from 100 to 150 feet. He thinks the brake
should be powerful enough to lock the wheel through which it acts. This is
not possible on many cars, especially trucks, and it is the reason, he says,
why there are so many truck accidents in spite of their low speed. He argues
that since very few crises arise so abruptly that the accident takes place
before there has been some opportunity to slow down, and that a majority
of accidents occur during the latter part of the stopping period, therefore,
the substitution of 100 per cent braking power on four wheels instead of the
present 25 per cent, the decelerating period will be reduced to one-half or
one-quarter its former length, and consequently the number of “accidents
would be reduced to a mere shadow of their present magnitude.”
Some automotive engineers think it best not to lock the wheels
completely in braking. That the best plan is to apply the pressure only until
incipient locking has been reached but the wheels are still rolling. The
driver has little control of a skidding car, and certainly would have none
whatever with all four wheels locked. While the wheels are still moving
there is a chance to guide the car so as to avoid an obstruction even though
it can not be stopped in time. Steering and braking should go together.
On some of the steep mountain roads, which, because of their length and
relative grade with the bottom of the canyon, appear to be nearly level, it is
impossible to hold the car with the brake alone. It is customary in such
cases to assist the brake with the engine; unless the driver is very expert at
changing gears the engine should be put in low, or intermediate, depending
on the steepness, at the top of the hill, then with brakes and clutch the car
may be controlled and kept to a safe speed.
The brakes being under the car are more or less difficult to get at, they
form no part of the ornamental finish, and as a consequence usually are
neglected until they become so very bad that they scarcely brake the car at
maximum instead of 25 to 50 per cent, as is now the rule. He would have
brakes put on all four wheels and claims thereby the braking power of the
machine can be more than doubled. He further maintains that the braking
power of the ordinary car is extremely low, due, sometimes to the design of
the braking system and sometimes to the failure of the owner to adjust the
brakes properly. He states that a car equipped with an efficiently
constructed system of brakes on four wheels may be stopped from a speed
of 30 miles per hour in 36 feet, whereas an average car in the hands of the
average motorist will require from 100 to 150 feet. He thinks the brake
should be powerful enough to lock the wheel through which it acts. This is
not possible on many cars, especially trucks, and it is the reason, he says,
why there are so many truck accidents in spite of their low speed. He argues
that since very few crises arise so abruptly that the accident takes place
before there has been some opportunity to slow down, and that a majority
of accidents occur during the latter part of the stopping period, therefore,
the substitution of 100 per cent braking power on four wheels instead of the
present 25 per cent, the decelerating period will be reduced to one-half or
one-quarter its former length, and consequently the number of “accidents
would be reduced to a mere shadow of their present magnitude.”
Some automotive engineers think it best not to lock the wheels
completely in braking. That the best plan is to apply the pressure only until
incipient locking has been reached but the wheels are still rolling. The
driver has little control of a skidding car, and certainly would have none
whatever with all four wheels locked. While the wheels are still moving
there is a chance to guide the car so as to avoid an obstruction even though
it can not be stopped in time. Steering and braking should go together.
On some of the steep mountain roads, which, because of their length and
relative grade with the bottom of the canyon, appear to be nearly level, it is
impossible to hold the car with the brake alone. It is customary in such
cases to assist the brake with the engine; unless the driver is very expert at
changing gears the engine should be put in low, or intermediate, depending
on the steepness, at the top of the hill, then with brakes and clutch the car
may be controlled and kept to a safe speed.
The brakes being under the car are more or less difficult to get at, they
form no part of the ornamental finish, and as a consequence usually are
neglected until they become so very bad that they scarcely brake the car at
Page 316
all. They receive the mud and water from the roadway. The joints and pivots
become rusted so that even with good bands they are only a quarter to a half
efficient. It will pay better than life insurance to keep the brakes in first
class condition.
Flexibility. —While the brakes are most useful in the prevention of
accidents, it frequently happens that a quick pick-up is also important. In
crossing the street ahead of a car coming at right angles, for instance, there
may be no time to stop, no chance to turn, the only thing that can be done is
to “give her gas” and shoot ahead at full speed. A flexible engine with
ability to change quickly from fast to slow and from slow to fast velocities
will in the hands of an expert driver prevent many an accident.
Steering and Turning Ability. —It has been mentioned several times
that steering is a matter of importance in the prevention of accidents.
Designing engineers should, therefore, take that into account. It was
formerly thought that turning ability is a function of the length of wheel
base, but there are other things to be taken into account and some late
designs with reasonably long wheel bases are able to turn in half the radius
that was required for some of the older designs with shorter wheel bases.
Lights. —The lights whether on your car or another car are often serious
sources of danger. If there is not enough illumination one is always liable to
get off the roadway. If there is a large amount of illumination improperly
controlled the glare is quite as dangerous to approaching vehicles. State
regulations usually require two white lights ahead and one red light behind.
The two-light regulation is wise. When one approaches a single lighted
machine he can not tell which of the two lights is out, or whether or not it is
a motorcycle. Many accidents have been caused on account of this fact by
not giving sufficient clearance to pass the approaching vehicle. When
meeting a one lighted machine the driver should always slow down and
give as much clearance as the road will allow. Safety first. The red light
behind of course saves many a rear end collision. As to whether it should be
red or white is questionable.
Glaring lights became such a menace to safety that most of the states
have enacted laws requiring all lenses used to comply with certain
requirements, and providing that they be approved after tests by some
competent authority. By doing away with plain lenses and properly
corrugating the glass, lenses have now been produced which go far toward
removing the glare. With proper lenses and reflectors the lights may be so
become rusted so that even with good bands they are only a quarter to a half
efficient. It will pay better than life insurance to keep the brakes in first
class condition.
Flexibility. —While the brakes are most useful in the prevention of
accidents, it frequently happens that a quick pick-up is also important. In
crossing the street ahead of a car coming at right angles, for instance, there
may be no time to stop, no chance to turn, the only thing that can be done is
to “give her gas” and shoot ahead at full speed. A flexible engine with
ability to change quickly from fast to slow and from slow to fast velocities
will in the hands of an expert driver prevent many an accident.
Steering and Turning Ability. —It has been mentioned several times
that steering is a matter of importance in the prevention of accidents.
Designing engineers should, therefore, take that into account. It was
formerly thought that turning ability is a function of the length of wheel
base, but there are other things to be taken into account and some late
designs with reasonably long wheel bases are able to turn in half the radius
that was required for some of the older designs with shorter wheel bases.
Lights. —The lights whether on your car or another car are often serious
sources of danger. If there is not enough illumination one is always liable to
get off the roadway. If there is a large amount of illumination improperly
controlled the glare is quite as dangerous to approaching vehicles. State
regulations usually require two white lights ahead and one red light behind.
The two-light regulation is wise. When one approaches a single lighted
machine he can not tell which of the two lights is out, or whether or not it is
a motorcycle. Many accidents have been caused on account of this fact by
not giving sufficient clearance to pass the approaching vehicle. When
meeting a one lighted machine the driver should always slow down and
give as much clearance as the road will allow. Safety first. The red light
behind of course saves many a rear end collision. As to whether it should be
red or white is questionable.
Glaring lights became such a menace to safety that most of the states
have enacted laws requiring all lenses used to comply with certain
requirements, and providing that they be approved after tests by some
competent authority. By doing away with plain lenses and properly
corrugating the glass, lenses have now been produced which go far toward
removing the glare. With proper lenses and reflectors the lights may be so
Page 317
regulated that the beam of light will illuminate the roadway almost
completely across its width and from 200 to 300 feet ahead of the vehicle
and at no place go higher than 56 inches above the ground. But even with
the best lenses and best adjustments it is impossible to see beyond an
extremely bright light so in passing such a light there is always the chance
of running into an unlighted parked car, or other obstruction, or a ditch at
the side of the road. In passing such a light the eyes should be kept on the
road and shielded, if possible, from the glare of the other machine. The
precaution of driving slowly under such circumstances goes without saying.
Unlighted Vehicles. —Unlighted, horse-drawn vehicles, bicycles, and
animals driven or walking in the street frequently give the automobile
driver palpitation of the heart. Even if the law does not require it horse-
drawn vehicles ought to bear lights or reflectors which would give a
warning to the coming automobilist. Bright reflecting surfaces will flash
back the rays of light from the automobile lamps and are much better than
no lights at all. A California freighter who had many pack mules going
along the automobile highway to and from the mountains continually kept
such reflectors on both the head straps and cruppers of his animals with the
result that very many less were struck by automobiles than before the
reflectors were used. It is only by the reflections from lenses and bright
parts of automobiles parked without lights, contrary to law, along the streets
that saves them from being run into and smashed, to say nothing of personal
injuries and the probable loss of lives.
Speedometer. —Every automobile should be equipped with a good
speedometer. Speed limits are known to most drivers and if constantly
stared in the face by good clear speedometer numbers they are not so likely
to exceed them as if they depended entirely upon a sense of velocity, which
is merely relative at the best. A motorist is driving along a country highway
at a speed of 25 miles an hour, say, when he comes to a village with a sign
out, “Speed Limit, 15 miles.” He slacks to that speed by speedometer but
feels he is only traveling 5 or 10 miles an hour. Railroad companies found it
advantageous to equip their locomotives with self-registering speedometers
in order to reduce the number of accidents due to speeding. The
automobilist with a speedometer before him has no excuse, at least, for
speeding.
Bad Roads Cause Accidents. —It is not always the fault of the driver or
the vehicle that there is an accident. The roads may be at fault, and while
completely across its width and from 200 to 300 feet ahead of the vehicle
and at no place go higher than 56 inches above the ground. But even with
the best lenses and best adjustments it is impossible to see beyond an
extremely bright light so in passing such a light there is always the chance
of running into an unlighted parked car, or other obstruction, or a ditch at
the side of the road. In passing such a light the eyes should be kept on the
road and shielded, if possible, from the glare of the other machine. The
precaution of driving slowly under such circumstances goes without saying.
Unlighted Vehicles. —Unlighted, horse-drawn vehicles, bicycles, and
animals driven or walking in the street frequently give the automobile
driver palpitation of the heart. Even if the law does not require it horse-
drawn vehicles ought to bear lights or reflectors which would give a
warning to the coming automobilist. Bright reflecting surfaces will flash
back the rays of light from the automobile lamps and are much better than
no lights at all. A California freighter who had many pack mules going
along the automobile highway to and from the mountains continually kept
such reflectors on both the head straps and cruppers of his animals with the
result that very many less were struck by automobiles than before the
reflectors were used. It is only by the reflections from lenses and bright
parts of automobiles parked without lights, contrary to law, along the streets
that saves them from being run into and smashed, to say nothing of personal
injuries and the probable loss of lives.
Speedometer. —Every automobile should be equipped with a good
speedometer. Speed limits are known to most drivers and if constantly
stared in the face by good clear speedometer numbers they are not so likely
to exceed them as if they depended entirely upon a sense of velocity, which
is merely relative at the best. A motorist is driving along a country highway
at a speed of 25 miles an hour, say, when he comes to a village with a sign
out, “Speed Limit, 15 miles.” He slacks to that speed by speedometer but
feels he is only traveling 5 or 10 miles an hour. Railroad companies found it
advantageous to equip their locomotives with self-registering speedometers
in order to reduce the number of accidents due to speeding. The
automobilist with a speedometer before him has no excuse, at least, for
speeding.
Bad Roads Cause Accidents. —It is not always the fault of the driver or
the vehicle that there is an accident. The roads may be at fault, and while
Page 318
careful driving may decrease the number it can not eliminate all.
Slipperiness is hard to combat. This will vary of course with the types of
road, with grades, and with height of crowns. But even a pavement, which
in dry weather is perfectly safe, will, when it becomes moist, especially if
there is a small amount of dust or clay on it, be extremely slippery. Earth
roads when they are wet on top and hard below are very treacherous. All
types become slippery in the winter when there is ice and snow. A thorough
flushing of pavements, which will remove surplus dust and clay, preferably
done at night, is a good remedy for slipperiness. The use of sand or cinders
on turns is sometimes resorted to where absolute cleanliness can not be
obtained by flushing. Extra precautions by the drivers over the slippery
roads and streets is always a good thing. The investigations of the Maryland
Highway Commission indicate that about 20 per cent of all the accidents
can be attributed to wet and slippery roads.
In the construction of roads high crowns should be avoided. On earth
roads the crowns should never exceed one inch per foot and if the road is
one that is much used and carefully maintained so that it is hard, should be
about one-half inch per foot. A crown of one inch to the foot is equivalent to
an 81⁄3 per cent grade down which vehicles will easily run and off which
they will slide in slippery weather. Vehicles seek the center of the road
when the crown is high both for comfort and safety but two passing
vehicles can not be there at the same time. On hard pavements a quarter of
an inch per foot will furnish ample drainage, and that is all the crown is for
anyway.
Embankments and Guard Rails. —Too many roadways are built on
narrow embankments and often there are no guard rails. The embankment
should always be wide enough to accommodate the traffic with an ample
factor of safety. It is not uncommon for vehicles to slide off embankments
with fatal results. The writer has before him a recent newspaper clipping of
one such case where a bus slipped off the roadway and toppled into the
ditch killing one man and injuring several others; the busman had no
indemnity insurance. Chains on the wheels of the bus or heavy guard rails
might have prevented the accident.
The danger from sharp turns in roads is so well recognized that state
systems are now specifying a minimum radius of 200 feet and when
practicable laying curves out very much flatter. The pavement is also being
widened at the turns so as to allow the same turning radius on the inner as
Slipperiness is hard to combat. This will vary of course with the types of
road, with grades, and with height of crowns. But even a pavement, which
in dry weather is perfectly safe, will, when it becomes moist, especially if
there is a small amount of dust or clay on it, be extremely slippery. Earth
roads when they are wet on top and hard below are very treacherous. All
types become slippery in the winter when there is ice and snow. A thorough
flushing of pavements, which will remove surplus dust and clay, preferably
done at night, is a good remedy for slipperiness. The use of sand or cinders
on turns is sometimes resorted to where absolute cleanliness can not be
obtained by flushing. Extra precautions by the drivers over the slippery
roads and streets is always a good thing. The investigations of the Maryland
Highway Commission indicate that about 20 per cent of all the accidents
can be attributed to wet and slippery roads.
In the construction of roads high crowns should be avoided. On earth
roads the crowns should never exceed one inch per foot and if the road is
one that is much used and carefully maintained so that it is hard, should be
about one-half inch per foot. A crown of one inch to the foot is equivalent to
an 81⁄3 per cent grade down which vehicles will easily run and off which
they will slide in slippery weather. Vehicles seek the center of the road
when the crown is high both for comfort and safety but two passing
vehicles can not be there at the same time. On hard pavements a quarter of
an inch per foot will furnish ample drainage, and that is all the crown is for
anyway.
Embankments and Guard Rails. —Too many roadways are built on
narrow embankments and often there are no guard rails. The embankment
should always be wide enough to accommodate the traffic with an ample
factor of safety. It is not uncommon for vehicles to slide off embankments
with fatal results. The writer has before him a recent newspaper clipping of
one such case where a bus slipped off the roadway and toppled into the
ditch killing one man and injuring several others; the busman had no
indemnity insurance. Chains on the wheels of the bus or heavy guard rails
might have prevented the accident.
The danger from sharp turns in roads is so well recognized that state
systems are now specifying a minimum radius of 200 feet and when
practicable laying curves out very much flatter. The pavement is also being
widened at the turns so as to allow the same turning radius on the inner as
Page 319
on the outer track in order that the temptation for vehicles to cross over to
the other track may be lessened.
Pavements should be widened on a curve so that the inner row of vehicles may pass around on the
same curvature as the outer row.
Superelevation. —The superelevation of the outer side of a curved
roadway can not at one and the same time be made suitable for all rates of
speed. Works on mechanics give the formula for the elevations of the outer
edge as
av2
e=
gR
where e = the elevation in feet;
a = the width of road in feet;
g = acceleration of gravity in ft. per sec. per sec.;
v = velocity in ft. per sec.;
R = radius in feet.
Or if the velocity, V, is given in miles per hour and the elevation, E, in
inches this reduces to
121aV2 0.807aV2
E= =
150R R
the other track may be lessened.
Pavements should be widened on a curve so that the inner row of vehicles may pass around on the
same curvature as the outer row.
Superelevation. —The superelevation of the outer side of a curved
roadway can not at one and the same time be made suitable for all rates of
speed. Works on mechanics give the formula for the elevations of the outer
edge as
av2
e=
gR
where e = the elevation in feet;
a = the width of road in feet;
g = acceleration of gravity in ft. per sec. per sec.;
v = velocity in ft. per sec.;
R = radius in feet.
Or if the velocity, V, is given in miles per hour and the elevation, E, in
inches this reduces to
121aV2 0.807aV2
E= =
150R R
Page 320
© Underwood and Underwood
A DANGEROUS CURVE AT LOOKOUT MOUNTAIN
A DANGEROUS CURVE MADE SAFE BY AN ARTISTIC CONCRETE WALL
The Tennessee State Highway at Lookout Mountain, Built of Cemented Concrete.
The country pavements are usually superelevated for 12 miles per hour.
Even this with the minimum radius gives a surface so tipped that it is
difficult for horse-drawn wagons to remain on it unless the horses trot
around the curve. Substituting for a velocity of 12 miles per hour, a width of
20 feet, and a radius of 200 feet there results
E = 11.6 inches.
The following table gives the necessary elevation in inches that there shall
be no side thrust at various speeds, for a road one foot wide. To get the
elevation for any width multiply by the width.
Table of Superelevation in Inches per Foot of Width
A DANGEROUS CURVE AT LOOKOUT MOUNTAIN
A DANGEROUS CURVE MADE SAFE BY AN ARTISTIC CONCRETE WALL
The Tennessee State Highway at Lookout Mountain, Built of Cemented Concrete.
The country pavements are usually superelevated for 12 miles per hour.
Even this with the minimum radius gives a surface so tipped that it is
difficult for horse-drawn wagons to remain on it unless the horses trot
around the curve. Substituting for a velocity of 12 miles per hour, a width of
20 feet, and a radius of 200 feet there results
E = 11.6 inches.
The following table gives the necessary elevation in inches that there shall
be no side thrust at various speeds, for a road one foot wide. To get the
elevation for any width multiply by the width.
Table of Superelevation in Inches per Foot of Width
Page 321
Radius Speed in Miles per Hour
Feet 10 12 15 20 30 40
Inch Inches Inches Inches Inches Inches
100 0.81 1.16 1.82 3.23 7.26 12.91
200 .40 .58 .91 1.61 3.63 6.46
300 .27 .38 .61 1.08 2.45 4.30
400 .20 .29 .45 .81 1.81 3.23
500 .16 .23 .36 .64 1.45 2.58
Unless the road is intended for a speedway, 12 miles per hour would be
about the right speed to use. In rounding a curve of radius 200 feet at a
speed of 30 miles per hour, superelevated as shown in the table for 12 miles
per hour the coefficient of friction would have to be about one-fourth to
prevent skidding. In dry weather this would practically always be exceeded.
A committee of the National Highway Traffic Association, 1922,
recommends “that on all curves of more than three degrees the pavement
and inner-half of the earth shoulder should be banked. This superelevation
should vary from 0 for a 3-degree curve to 1 inch per foot of width for
curves of 20 degrees or sharper.”
Clear Vision. —Clear vision is another thing that should be insisted upon
as a means for safety. Weeds, brush and trees are all too frequently allowed
to obscure the sight. With ordinary brakes on smooth roads from 100 to 150
feet is needed to stop a car moving at 30 miles per hour. With first-class
brakes this might be decreased, but since it usually takes a driver a short
period to react from the time a car heaves in sight or he sees a break in the
pavement or some other obstruction, there should be allowed 150 feet to
stop if the roads are smooth and hard. In order that there might be a good
factor of safety it is desirable to get at least 250 feet clear vision. This will
require for a 200-ft. radius that the brush, trees and so on should be cut back
about 27 feet from the traveled way. As the radius becomes larger the
distance necessary to clear back becomes less: 300-ft. radius, clearance, 12
ft.; 400-ft. radius, 7 ft.; 500-ft. radius, 4 ft. In case the curve is in a cut the
bank on the inside at the height of the eye should be excavated far enough
back to give the necessary clear vision.
At the corners of city streets it will, of course, be impossible to get a 200-
ft. radius. A 12- or 14-ft. radius may usually be obtained. The rule to turn
close to the curb may then be accomplished with the ordinary automobile
providing it is not going very fast. With a square angle or a short 2- or 3-ft.
radius as it was formerly the custom to put in, and still is in places, it is
Feet 10 12 15 20 30 40
Inch Inches Inches Inches Inches Inches
100 0.81 1.16 1.82 3.23 7.26 12.91
200 .40 .58 .91 1.61 3.63 6.46
300 .27 .38 .61 1.08 2.45 4.30
400 .20 .29 .45 .81 1.81 3.23
500 .16 .23 .36 .64 1.45 2.58
Unless the road is intended for a speedway, 12 miles per hour would be
about the right speed to use. In rounding a curve of radius 200 feet at a
speed of 30 miles per hour, superelevated as shown in the table for 12 miles
per hour the coefficient of friction would have to be about one-fourth to
prevent skidding. In dry weather this would practically always be exceeded.
A committee of the National Highway Traffic Association, 1922,
recommends “that on all curves of more than three degrees the pavement
and inner-half of the earth shoulder should be banked. This superelevation
should vary from 0 for a 3-degree curve to 1 inch per foot of width for
curves of 20 degrees or sharper.”
Clear Vision. —Clear vision is another thing that should be insisted upon
as a means for safety. Weeds, brush and trees are all too frequently allowed
to obscure the sight. With ordinary brakes on smooth roads from 100 to 150
feet is needed to stop a car moving at 30 miles per hour. With first-class
brakes this might be decreased, but since it usually takes a driver a short
period to react from the time a car heaves in sight or he sees a break in the
pavement or some other obstruction, there should be allowed 150 feet to
stop if the roads are smooth and hard. In order that there might be a good
factor of safety it is desirable to get at least 250 feet clear vision. This will
require for a 200-ft. radius that the brush, trees and so on should be cut back
about 27 feet from the traveled way. As the radius becomes larger the
distance necessary to clear back becomes less: 300-ft. radius, clearance, 12
ft.; 400-ft. radius, 7 ft.; 500-ft. radius, 4 ft. In case the curve is in a cut the
bank on the inside at the height of the eye should be excavated far enough
back to give the necessary clear vision.
At the corners of city streets it will, of course, be impossible to get a 200-
ft. radius. A 12- or 14-ft. radius may usually be obtained. The rule to turn
close to the curb may then be accomplished with the ordinary automobile
providing it is not going very fast. With a square angle or a short 2- or 3-ft.
radius as it was formerly the custom to put in, and still is in places, it is
Page 322
practically impossible to keep from going at least to the middle of the street
thus endangering motors on the other side. The cut shows the lines of travel.
Diagram to show why curb corners should be cut back.
Curves. —Notwithstanding curves are dangerous the records of the
Maryland State Commission, heretofore referred to, show that the largest
number of accidents occur at places which always have been considered
safe, while the sections that have been regarded as very dangerous are
relatively free from accidents. On the long straight stretches, with good
vision and free from any elements that might be considered dangerous, have
occurred the greatest number of accidents. The commission accounts for
this on the theory “that even the less careful motorists drive cautiously in
the presence of recognized dangers, such as steep grades, sharp curves,
grade crossings, etc., while the absence of such dangerous features gives the
driver a sense of security which prompts him to take a chance and yield to
the well nigh universal passion for speed.”[204]
Bridges and Culverts. —Many road accidents can be attributed to poor
and poorly located bridges and culverts. Wooden bridges and culverts soon
decay and become so weak that a heavy vehicle will break them down.
Often culverts of the best type are not cared for as they should be or there is
no abutment protection with the result that a freshet will wash under and
about them so that they are real sources of danger. Frequently the damage is
not visible to the driver and the first warning is when his vehicle goes
down.
thus endangering motors on the other side. The cut shows the lines of travel.
Diagram to show why curb corners should be cut back.
Curves. —Notwithstanding curves are dangerous the records of the
Maryland State Commission, heretofore referred to, show that the largest
number of accidents occur at places which always have been considered
safe, while the sections that have been regarded as very dangerous are
relatively free from accidents. On the long straight stretches, with good
vision and free from any elements that might be considered dangerous, have
occurred the greatest number of accidents. The commission accounts for
this on the theory “that even the less careful motorists drive cautiously in
the presence of recognized dangers, such as steep grades, sharp curves,
grade crossings, etc., while the absence of such dangerous features gives the
driver a sense of security which prompts him to take a chance and yield to
the well nigh universal passion for speed.”[204]
Bridges and Culverts. —Many road accidents can be attributed to poor
and poorly located bridges and culverts. Wooden bridges and culverts soon
decay and become so weak that a heavy vehicle will break them down.
Often culverts of the best type are not cared for as they should be or there is
no abutment protection with the result that a freshet will wash under and
about them so that they are real sources of danger. Frequently the damage is
not visible to the driver and the first warning is when his vehicle goes
down.
Page 323
In order to shorten them and thus lessen the cost, bridges are often built
straight across the stream or draw, but at a skew to the roadway, thus
requiring a sudden turn to get on to them. Very frequently, too, bridges and
culverts are built too narrow with no guard rails or markers leading up to
them. Notwithstanding the fact that thorough bridging constitutes a
considerable portion of the expense of road construction, the best plan is to
put in substantial structures, wide as the traveled way, and straight with it,
thus lessening a grave source of danger.
Railway Crossing Accidents. —The great number of fatalities at railway
crossings has for years been a theme for much talk, and many suggestions
for the elimination of grade crossings have been made. The public seems to
think that the railways are the ones that oppose the elimination. As a matter
of fact they would welcome elimination if it could be done at reasonable
cost. In 1919 there were eliminated 399 crossings “but there are still
251,939 crossings on Class 1 Railroads (revenue of over $1,000,000
annually) alone and the conservatively estimated sum which would be
required to eliminate all remaining crossings in the entire United States is
placed as high as $12,500,000,000, which cannot be immediately
available.”[205] It is estimated that more than 2000 persons are killed
annually in the United States at these crossings. The Pennsylvania R.R.
Bulletin, February, 1914, states that 430 crossings were eliminated on that
road from 1904 to 1913 at a total cost of $27,742,433—an average of
$64,518 per crossing. In Illinois the average cost of eliminating ten
crossings was $58,000. In California the average cost is estimated at
$30,000; in Colorado, $40,000; in New York, $48,000; and in Wisconsin,
$25,000, according to the bulletin mentioned. Even at pre-war prices the
average cost for the whole United States was put at $40,000. Since there are
in the whole country something over 300,000 crossings that will account for
the $12,000,000,000 necessary.
The public must remember that the elimination of crossings even if the
railways could finance such a vast operation would eventually be charged
up to and paid for by the public. While the railroads have a direct interest in
checking crossing accidents, yet in the first and last analysis the public itself
suffers the pain, the mutilation, and the passing to the Great Beyond, in
addition to bearing the financial burden.[206]
F. T. Darrow, Asst. Chief. Engr., C. B. & Q. R.R., makes this
calculation[207] for the State of Nebraska.
straight across the stream or draw, but at a skew to the roadway, thus
requiring a sudden turn to get on to them. Very frequently, too, bridges and
culverts are built too narrow with no guard rails or markers leading up to
them. Notwithstanding the fact that thorough bridging constitutes a
considerable portion of the expense of road construction, the best plan is to
put in substantial structures, wide as the traveled way, and straight with it,
thus lessening a grave source of danger.
Railway Crossing Accidents. —The great number of fatalities at railway
crossings has for years been a theme for much talk, and many suggestions
for the elimination of grade crossings have been made. The public seems to
think that the railways are the ones that oppose the elimination. As a matter
of fact they would welcome elimination if it could be done at reasonable
cost. In 1919 there were eliminated 399 crossings “but there are still
251,939 crossings on Class 1 Railroads (revenue of over $1,000,000
annually) alone and the conservatively estimated sum which would be
required to eliminate all remaining crossings in the entire United States is
placed as high as $12,500,000,000, which cannot be immediately
available.”[205] It is estimated that more than 2000 persons are killed
annually in the United States at these crossings. The Pennsylvania R.R.
Bulletin, February, 1914, states that 430 crossings were eliminated on that
road from 1904 to 1913 at a total cost of $27,742,433—an average of
$64,518 per crossing. In Illinois the average cost of eliminating ten
crossings was $58,000. In California the average cost is estimated at
$30,000; in Colorado, $40,000; in New York, $48,000; and in Wisconsin,
$25,000, according to the bulletin mentioned. Even at pre-war prices the
average cost for the whole United States was put at $40,000. Since there are
in the whole country something over 300,000 crossings that will account for
the $12,000,000,000 necessary.
The public must remember that the elimination of crossings even if the
railways could finance such a vast operation would eventually be charged
up to and paid for by the public. While the railroads have a direct interest in
checking crossing accidents, yet in the first and last analysis the public itself
suffers the pain, the mutilation, and the passing to the Great Beyond, in
addition to bearing the financial burden.[206]
F. T. Darrow, Asst. Chief. Engr., C. B. & Q. R.R., makes this
calculation[207] for the State of Nebraska.
Page 324
Population 1,350,000
Miles of railway track 6,516
Number of grade crossings 11,300
Cost of entire removal $452,000,000
Cost per mile of track 70,000
Cost per person 330
Nearly doubling the cost value of the railroads, at a price 11 times as
much as railroad service now costs per annum per person.
But suppose the cost were put upon the public at the beginning, the state
would have to finance the $452,000,000, and if it were placed as a charge
against the 80,000 miles of rural highway and the 45,000 miles of city and
village streets, it would amount to $3600 per mile. Similar calculations
could be made for each of the States.
From the above it does not appear probable that either the railroads or the
state or both together, can afford to pay for the elimination of all grade
crossings right away. It is probable that they will be gradually done away
with, although Mr. Darrow states that at present two or three crossings are
added to the list for each one subtracted. The railroads realize that it is
incumbent on them to make the crossings as safe as possible but that they
must look to the education of the public as a means of immediately
reducing fatalities. Hence the “Cross Crossings Cautiously” campaign in
1922. The bulletin states that the “Safety First” organized effort had
reduced the number of deaths among railway employees from 4354 in 1907
to 2578 in 1920. A thing well worth while and a similar campaign against
carelessly crossing crossings may change, at least, the rate of acceleration
of crossing accidents, which have increased in the past thirty years 345 per
cent in fatal and 652 per cent in injury cases, while the country’s population
has increased in the same time only 68 per cent.
The Automobile and Crossing Accidents. —To the automobile is
attributed much of the increase. And to careless, indifferent and reckless
driving the greater per cent of it. The railways have made numerous counts
which show the carelessness of the people at railway crossings. Those given
below are typical of them all.
In December, 1913, St. Louis:
Per Cent
Stopped and looked in both directions—pedestrians 1
Kept moving and looked in both directions (of all pedestrians, vehicles, teams and
autos) 2
Miles of railway track 6,516
Number of grade crossings 11,300
Cost of entire removal $452,000,000
Cost per mile of track 70,000
Cost per person 330
Nearly doubling the cost value of the railroads, at a price 11 times as
much as railroad service now costs per annum per person.
But suppose the cost were put upon the public at the beginning, the state
would have to finance the $452,000,000, and if it were placed as a charge
against the 80,000 miles of rural highway and the 45,000 miles of city and
village streets, it would amount to $3600 per mile. Similar calculations
could be made for each of the States.
From the above it does not appear probable that either the railroads or the
state or both together, can afford to pay for the elimination of all grade
crossings right away. It is probable that they will be gradually done away
with, although Mr. Darrow states that at present two or three crossings are
added to the list for each one subtracted. The railroads realize that it is
incumbent on them to make the crossings as safe as possible but that they
must look to the education of the public as a means of immediately
reducing fatalities. Hence the “Cross Crossings Cautiously” campaign in
1922. The bulletin states that the “Safety First” organized effort had
reduced the number of deaths among railway employees from 4354 in 1907
to 2578 in 1920. A thing well worth while and a similar campaign against
carelessly crossing crossings may change, at least, the rate of acceleration
of crossing accidents, which have increased in the past thirty years 345 per
cent in fatal and 652 per cent in injury cases, while the country’s population
has increased in the same time only 68 per cent.
The Automobile and Crossing Accidents. —To the automobile is
attributed much of the increase. And to careless, indifferent and reckless
driving the greater per cent of it. The railways have made numerous counts
which show the carelessness of the people at railway crossings. Those given
below are typical of them all.
In December, 1913, St. Louis:
Per Cent
Stopped and looked in both directions—pedestrians 1
Kept moving and looked in both directions (of all pedestrians, vehicles, teams and
autos) 2
Page 325
Kept moving and looked in one direction 7
Kept moving and looked straight ahead 91
(on a total of over 30,000 individual movements)
On the Baltimore and Ohio, Southwest, 1914:
Per Cent
Stopped and looked both directions 5
Kept moving and looked in both directions 13
Kept moving and looked in one direction 18
Kept moving and looked straight ahead 69
In California, 1913:
Per Cent
Stopped and looked in both directions 0.2
Kept moving and looked in both directions 35
Kept moving and looked in one direction 7
Kept moving and looked straight ahead 58
The California Railway Commission in 1917 tested 17,000 motor vehicle
drivers:
27.8 per cent looked both ways
2.7 per cent looked only one way
65.5 per cent looked neither way before crossing.
A Southern Pacific Railway folder gives these figures for automobile
accidents during the period from January 1 to August 1, 1917, taken from
the figures of eighteen railroads:
Total number of accidents 769
Trains striking autos 426
Autos striking trains 112
Autos running through crossing gates 143
Accidents at protected crossings 766
Accidents at unprotected crossings 3
Accidents at night 168
Accidents during daylight 540
Persons injured 515
Persons killed 99
The fact that practically all these accidents occurred at protected
crossings would seem to indicate that most people trust the railway to look
out for them, and do not assume any individual responsibility. It is to be
noted, also, that those who did not look either way are in the majority in
Kept moving and looked straight ahead 91
(on a total of over 30,000 individual movements)
On the Baltimore and Ohio, Southwest, 1914:
Per Cent
Stopped and looked both directions 5
Kept moving and looked in both directions 13
Kept moving and looked in one direction 18
Kept moving and looked straight ahead 69
In California, 1913:
Per Cent
Stopped and looked in both directions 0.2
Kept moving and looked in both directions 35
Kept moving and looked in one direction 7
Kept moving and looked straight ahead 58
The California Railway Commission in 1917 tested 17,000 motor vehicle
drivers:
27.8 per cent looked both ways
2.7 per cent looked only one way
65.5 per cent looked neither way before crossing.
A Southern Pacific Railway folder gives these figures for automobile
accidents during the period from January 1 to August 1, 1917, taken from
the figures of eighteen railroads:
Total number of accidents 769
Trains striking autos 426
Autos striking trains 112
Autos running through crossing gates 143
Accidents at protected crossings 766
Accidents at unprotected crossings 3
Accidents at night 168
Accidents during daylight 540
Persons injured 515
Persons killed 99
The fact that practically all these accidents occurred at protected
crossings would seem to indicate that most people trust the railway to look
out for them, and do not assume any individual responsibility. It is to be
noted, also, that those who did not look either way are in the majority in
Page 326
every count. Also the number of automobiles that run into trains is about
one-fourth as many as those that try but fail to get by in front of the train.
Enough has been said to prove this to be an important item in the vital
and financial economies of the nation. The question then is, what is the
remedy? No specific can be given but relief, partial, may be secured.
(1) Eliminate grade crossings as rapidly as possible. For this a
coöperation between public and railroad by legislation might be fair. Some
States already do this going “fifty-fifty” on the expense.
(2) By combining public roads, that is vacating some, changing others by
relocation following along the railroad rather than cross over the track twice
as may be necessary if section lines be followed. Frequently the shortening
of the distance and betterment of grades will pay for the improvement.
(3) By taking advantage of natural features in the location of new lines of
road and railway, and the relocation of old, to avoid grade crossings. This
has been done to a considerable extent in the more recent locations.
(4) By proper location and construction details:
(a) Sharp angles in crossing should be avoided. The crossing should be
made as nearly at right angles to the track as possible. Flat easy curves can
usually be made to lead up to the crossing to accomplish this. Secure an
angle greater than 60° if possible. Catching wheels in the flangeways or
slipping along the track is common when the angle is sharp. Also a view of
the track to the rear is difficult.
(b) Steep grades near the track should be avoided. In Kansas and
Colorado the rule is for a level grade for 20 feet from the track. It would be
better to have this read “not steeper than a 2 per cent grade downward from
the track for at least 40 feet.” The roadway would by this slight slope of not
more than 2 feet in 100 feet be better drained and therefore would keep in
better condition. Level roads are liable to hold water in the ruts and
depressions softening them and the railway track as well. A definite rule
should not be made, for circumstances alter cases. The rails are not always
level. If the track is in curve at point of crossing one rail will be
superelevated above the other. If the track is in cut, or half cut, it may
require different treatment than if in fill. The following sketches will
illustrate this.
one-fourth as many as those that try but fail to get by in front of the train.
Enough has been said to prove this to be an important item in the vital
and financial economies of the nation. The question then is, what is the
remedy? No specific can be given but relief, partial, may be secured.
(1) Eliminate grade crossings as rapidly as possible. For this a
coöperation between public and railroad by legislation might be fair. Some
States already do this going “fifty-fifty” on the expense.
(2) By combining public roads, that is vacating some, changing others by
relocation following along the railroad rather than cross over the track twice
as may be necessary if section lines be followed. Frequently the shortening
of the distance and betterment of grades will pay for the improvement.
(3) By taking advantage of natural features in the location of new lines of
road and railway, and the relocation of old, to avoid grade crossings. This
has been done to a considerable extent in the more recent locations.
(4) By proper location and construction details:
(a) Sharp angles in crossing should be avoided. The crossing should be
made as nearly at right angles to the track as possible. Flat easy curves can
usually be made to lead up to the crossing to accomplish this. Secure an
angle greater than 60° if possible. Catching wheels in the flangeways or
slipping along the track is common when the angle is sharp. Also a view of
the track to the rear is difficult.
(b) Steep grades near the track should be avoided. In Kansas and
Colorado the rule is for a level grade for 20 feet from the track. It would be
better to have this read “not steeper than a 2 per cent grade downward from
the track for at least 40 feet.” The roadway would by this slight slope of not
more than 2 feet in 100 feet be better drained and therefore would keep in
better condition. Level roads are liable to hold water in the ruts and
depressions softening them and the railway track as well. A definite rule
should not be made, for circumstances alter cases. The rails are not always
level. If the track is in curve at point of crossing one rail will be
superelevated above the other. If the track is in cut, or half cut, it may
require different treatment than if in fill. The following sketches will
illustrate this.
Page 327
Steep grades at a crossing should be avoided. The grade of the highway must conform to the
elevation of the rails.
(c) For the same reason the road should have a crown, the amount
depending on the type, earth, sand-clay, and gravel roads from 1⁄2 to 1 inch
per foot of width, concrete, asphalt, brick and other hard surfaces may have
less.
(d) Clear vision for several hundred feet from the roadway along the
track should be secured if possible. This may often be done by the removal
of brush and weeds and the trimming of trees. During certain seasons of the
year cornfields may obstruct the view from some little distance down the
road, but if there is a comparatively level stopping place near the crossing
the driver ought to be able to slow down his machine, to have it under
thorough control, so that it could be stopped quickly and far enough away
from the track for safety, while he looks both ways along the track. A little
coöperation between railroad and farmer may result in the planting of low
growing crops where the view would be obstructed by the high growing
corn. The farmer might also be willing to have hedges trimmed low and
trees trimmed high in such localities. In some states the laws provide for the
annual trimming of trees and hedges near railway crossings.
(e) The railways at the request of the road officers will usually arrange
the rails so that no joint will come upon the crossing, thus keeping both
road and track in better condition.
elevation of the rails.
(c) For the same reason the road should have a crown, the amount
depending on the type, earth, sand-clay, and gravel roads from 1⁄2 to 1 inch
per foot of width, concrete, asphalt, brick and other hard surfaces may have
less.
(d) Clear vision for several hundred feet from the roadway along the
track should be secured if possible. This may often be done by the removal
of brush and weeds and the trimming of trees. During certain seasons of the
year cornfields may obstruct the view from some little distance down the
road, but if there is a comparatively level stopping place near the crossing
the driver ought to be able to slow down his machine, to have it under
thorough control, so that it could be stopped quickly and far enough away
from the track for safety, while he looks both ways along the track. A little
coöperation between railroad and farmer may result in the planting of low
growing crops where the view would be obstructed by the high growing
corn. The farmer might also be willing to have hedges trimmed low and
trees trimmed high in such localities. In some states the laws provide for the
annual trimming of trees and hedges near railway crossings.
(e) The railways at the request of the road officers will usually arrange
the rails so that no joint will come upon the crossing, thus keeping both
road and track in better condition.
Page 328
Safety turn at a railway crossing.
(f) The building of a right-hand turn along the railway track at each
crossing on to which the motorist seeing that he could not pass ahead of the
train or stop his car could drive. See the figure above.
(5) Drivers when they see a train approaching should make it a point to
stop at least 100 feet away from the track. If a flying stop is made right near
the track the engineman will be at a loss whether to apply the air for the
train to stop or take a chance of hitting the vehicle. Enginemen will
appreciate a little courtesy of this kind. Also it will be much easier to get a
start to make the grade over the crossing if a longer distance is allowed.
(6) Markers indicating the approach to a railroad crossing placed 300 feet
back will serve as a caution warning. A good many states are providing
their highways with standard markers. In Illinois certain crossings are
designated with a stop sign and it is a misdemeanor to go over without first
(f) The building of a right-hand turn along the railway track at each
crossing on to which the motorist seeing that he could not pass ahead of the
train or stop his car could drive. See the figure above.
(5) Drivers when they see a train approaching should make it a point to
stop at least 100 feet away from the track. If a flying stop is made right near
the track the engineman will be at a loss whether to apply the air for the
train to stop or take a chance of hitting the vehicle. Enginemen will
appreciate a little courtesy of this kind. Also it will be much easier to get a
start to make the grade over the crossing if a longer distance is allowed.
(6) Markers indicating the approach to a railroad crossing placed 300 feet
back will serve as a caution warning. A good many states are providing
their highways with standard markers. In Illinois certain crossings are
designated with a stop sign and it is a misdemeanor to go over without first
Page 329
coming to a full stop. In another state the law requires a stop at all crossings
and a ditch, or “thank-you-ma’am” practically enforces the law.
(7) Automatic electrically driven gongs, bells, colored disks, waving
arms, or red lights are expedients in quite common use.
(8) Crossing gates and watchmen are used where the traffic is heavy.
They are expensive and railroads like to avoid them wherever possible. On
Long Island it is said light gates were run down by the motorists. Very
heavy gates are said to have proven more efficacious.
(9) Locomotives should be equipped with whistles and bells sufficiently
penetrating to be easily heard by drivers of moving automobiles. Mr. Byron
Clark, Chief Counsel of the Burlington railway west of the Missouri River,
called the author’s attention to what he believes to be a fact, namely, that
automobilists when traveling at a rapid gait do not hear the locomotive
whistle which the state law and the railway rules require to be sounded
before each crossing. Since my attention has been called to this matter I
have watched it quite closely and believe Mr. Clark to be right. Frequently I
hear the engine bell but not the whistle. It might be well to experiment with
whistles and bells of various types. Is there a difference in the audibility of
high-pitched and low-pitched whistles and bells?
(10) But no matter what mechanical devices there are, how carefully the
enginemen obey the law about whistling, or how vigorously the watchman
swings his signal, lack of care on the part of the driver will be productive of
accidents. Before they can be avoided or even decreased materially it will
be necessary for the people generally to come to a full understanding that
they owe it to themselves, to the public and to the nation to be careful. Life
and accident insurance is only a method of spreading the cost of loss due to
death and accident over a larger number. The economic loss to the people as
a whole is just as great whether there is or is not any insurance. An accident
is always an economic waste. “A careful man is the best safety device
known.”
Clearance. —The New York State Highway Commission makes it a rule
to secure the following clearance:
When a highway passes under a railroad the crown elevation is made
13.5 feet below the bottom of the bridge girder, and the minimum right
angle distance between abutments is taken as 26 feet. The distance from the
base of the rail to the bottom of the girder varies with the span of the bridge
and a ditch, or “thank-you-ma’am” practically enforces the law.
(7) Automatic electrically driven gongs, bells, colored disks, waving
arms, or red lights are expedients in quite common use.
(8) Crossing gates and watchmen are used where the traffic is heavy.
They are expensive and railroads like to avoid them wherever possible. On
Long Island it is said light gates were run down by the motorists. Very
heavy gates are said to have proven more efficacious.
(9) Locomotives should be equipped with whistles and bells sufficiently
penetrating to be easily heard by drivers of moving automobiles. Mr. Byron
Clark, Chief Counsel of the Burlington railway west of the Missouri River,
called the author’s attention to what he believes to be a fact, namely, that
automobilists when traveling at a rapid gait do not hear the locomotive
whistle which the state law and the railway rules require to be sounded
before each crossing. Since my attention has been called to this matter I
have watched it quite closely and believe Mr. Clark to be right. Frequently I
hear the engine bell but not the whistle. It might be well to experiment with
whistles and bells of various types. Is there a difference in the audibility of
high-pitched and low-pitched whistles and bells?
(10) But no matter what mechanical devices there are, how carefully the
enginemen obey the law about whistling, or how vigorously the watchman
swings his signal, lack of care on the part of the driver will be productive of
accidents. Before they can be avoided or even decreased materially it will
be necessary for the people generally to come to a full understanding that
they owe it to themselves, to the public and to the nation to be careful. Life
and accident insurance is only a method of spreading the cost of loss due to
death and accident over a larger number. The economic loss to the people as
a whole is just as great whether there is or is not any insurance. An accident
is always an economic waste. “A careful man is the best safety device
known.”
Clearance. —The New York State Highway Commission makes it a rule
to secure the following clearance:
When a highway passes under a railroad the crown elevation is made
13.5 feet below the bottom of the bridge girder, and the minimum right
angle distance between abutments is taken as 26 feet. The distance from the
base of the rail to the bottom of the girder varies with the span of the bridge
Page 330
and ranges from 2 ft. 2 in. for a 30-foot span to 2 ft. 41⁄2 in. for a 110-foot
span.
Where the highway crosses over the railroad a minimum clearance of
21.0 feet is required from the top of the rail to the bottom of the highway
bridge girders. The span or right angle opening will vary with the number of
tracks and the standards of the railways. It is, of course, well to have a clear
opening over the entire used roadway. The practice in some places, of
having piers or piles in the center of the road, unless there is placed around
these a safety zone or park extending each way along the street so that
traffic may be separated some little distance before coming to the pier, is
not to be commended.
Pedestrians. —While it has been said that 90 per cent of the accidents
are due to lack of caution on the part of the driver, it must not be thought
that there is no contributory negligence.
Pedestrians constantly go across the street without looking up to right or
left. Others look with a leer as much as to say, “hit me if you dare,” and
leisurely proceed. They will not hurry one bit, thus causing a slow down of
the approaching motor and that in turn of the next, and the next, producing
a congestion in traffic with its known liabilities. Each party has a right to
the street, but courtesy should be extended on both sides. When there is no
traffic officer, motorists should remember to give pedestrians time to cross,
and pedestrians should hurry a little so as not to delay motor traffic.
Jay Walking. —Another source of danger which can not be too strongly
condemned is the practice of “jay walking.” The driver of a car along a
crowded thoroughfare is never sure but what some person will pop out from
behind a parked vehicle and start across the street directly ahead of his
machine. By the ordinances of most cities parking is prohibited near the
ends of blocks and the proper walking spaces. Vision is there clear to the
sidewalks. The motorist is expecting pedestrians and is on the lookout for
them. But in the middle of the block with parked cars along each side with
travel more rapid than over the walking spaces it is difficult to avoid hitting
the exasperating jay walker.
Obstacles that Obscure Vision. —Many pedestrians have received
injury or been killed by stepping around the rear of street cars, trucks, and
other obstructions to clear vision, directly in front of a passing vehicle. So
suddenly does the pedestrian come into the path of the moving vehicle that
span.
Where the highway crosses over the railroad a minimum clearance of
21.0 feet is required from the top of the rail to the bottom of the highway
bridge girders. The span or right angle opening will vary with the number of
tracks and the standards of the railways. It is, of course, well to have a clear
opening over the entire used roadway. The practice in some places, of
having piers or piles in the center of the road, unless there is placed around
these a safety zone or park extending each way along the street so that
traffic may be separated some little distance before coming to the pier, is
not to be commended.
Pedestrians. —While it has been said that 90 per cent of the accidents
are due to lack of caution on the part of the driver, it must not be thought
that there is no contributory negligence.
Pedestrians constantly go across the street without looking up to right or
left. Others look with a leer as much as to say, “hit me if you dare,” and
leisurely proceed. They will not hurry one bit, thus causing a slow down of
the approaching motor and that in turn of the next, and the next, producing
a congestion in traffic with its known liabilities. Each party has a right to
the street, but courtesy should be extended on both sides. When there is no
traffic officer, motorists should remember to give pedestrians time to cross,
and pedestrians should hurry a little so as not to delay motor traffic.
Jay Walking. —Another source of danger which can not be too strongly
condemned is the practice of “jay walking.” The driver of a car along a
crowded thoroughfare is never sure but what some person will pop out from
behind a parked vehicle and start across the street directly ahead of his
machine. By the ordinances of most cities parking is prohibited near the
ends of blocks and the proper walking spaces. Vision is there clear to the
sidewalks. The motorist is expecting pedestrians and is on the lookout for
them. But in the middle of the block with parked cars along each side with
travel more rapid than over the walking spaces it is difficult to avoid hitting
the exasperating jay walker.
Obstacles that Obscure Vision. —Many pedestrians have received
injury or been killed by stepping around the rear of street cars, trucks, and
other obstructions to clear vision, directly in front of a passing vehicle. So
suddenly does the pedestrian come into the path of the moving vehicle that
Page 331
the driver can not stop before hitting him. The remedy is care on the part of
the pedestrian. Look before crossing, is always an excellent slogan.
Pedestrians on Country Roads. —When pedestrians walk along country
roads they should habitually take their left-hand side. Thus they will meet
face to face those machines that are passing along that side of the roadway,
whereas if they walk on the right-hand side the machines are coming up
from their rear and may come near before sounding the horn. A startled
person often jumps in the wrong direction, thus moving in front of instead
of away from the impending danger.
Slow-Going Vehicles. —Horse-drawn vehicles should travel on the outer
side of the road if possible in order to allow faster going vehicles to pass
them readily. Often a slow-going truck will take the middle of the roadway
and stubbornly keep it even when asked courteously by horn to get over. In
trying to pass by going partially off the paved way motors have slipped
down due to the soft earth shoulders, with serious injuries to both persons
and machines. Where traffic is heavy congestion results from slow-going
vehicles not taking the outer side of the way, with its usual disastrous
effects.
Bicycles. —Boys on bicycles become extremely careless and fool-hardy.
They cut in front of rapidly moving cars and weave from one side of the
roadway to the other. They dart in from behind a parked car or from a side
street. When moving not straight along the wheels are always likely to slip
on wet spots in the pavement or catch in the flangeway of the street-car
tracks.
The bicycle is in itself a very useful machine and, perhaps, the most
economical vehicle built. Its use is to be encouraged by furnishing special
pathways for it to run upon wherever that is practicable. When used on the
main thoroughfares extreme care is necessary. The motorcycle is a rapidly
going machine and should be treated in the same category as the
automobile.
The matter of lights for non-motorized traffic has been mentioned. It
would be well for all to carry lights or reflectors. Motor-cycles with side-
cars should carry two lights in front, one for the cycle and the other for the
side-car.
Road and Traffic Regulations. —Very great credit for the development
of traffic regulation in the United States during the past two decades is due
to the persistent and unselfish efforts of William Phelps Eno,[208] who in the
the pedestrian. Look before crossing, is always an excellent slogan.
Pedestrians on Country Roads. —When pedestrians walk along country
roads they should habitually take their left-hand side. Thus they will meet
face to face those machines that are passing along that side of the roadway,
whereas if they walk on the right-hand side the machines are coming up
from their rear and may come near before sounding the horn. A startled
person often jumps in the wrong direction, thus moving in front of instead
of away from the impending danger.
Slow-Going Vehicles. —Horse-drawn vehicles should travel on the outer
side of the road if possible in order to allow faster going vehicles to pass
them readily. Often a slow-going truck will take the middle of the roadway
and stubbornly keep it even when asked courteously by horn to get over. In
trying to pass by going partially off the paved way motors have slipped
down due to the soft earth shoulders, with serious injuries to both persons
and machines. Where traffic is heavy congestion results from slow-going
vehicles not taking the outer side of the way, with its usual disastrous
effects.
Bicycles. —Boys on bicycles become extremely careless and fool-hardy.
They cut in front of rapidly moving cars and weave from one side of the
roadway to the other. They dart in from behind a parked car or from a side
street. When moving not straight along the wheels are always likely to slip
on wet spots in the pavement or catch in the flangeway of the street-car
tracks.
The bicycle is in itself a very useful machine and, perhaps, the most
economical vehicle built. Its use is to be encouraged by furnishing special
pathways for it to run upon wherever that is practicable. When used on the
main thoroughfares extreme care is necessary. The motorcycle is a rapidly
going machine and should be treated in the same category as the
automobile.
The matter of lights for non-motorized traffic has been mentioned. It
would be well for all to carry lights or reflectors. Motor-cycles with side-
cars should carry two lights in front, one for the cycle and the other for the
side-car.
Road and Traffic Regulations. —Very great credit for the development
of traffic regulation in the United States during the past two decades is due
to the persistent and unselfish efforts of William Phelps Eno,[208] who in the
Page 332
latter part of the last century began an agitation to reform the traffic
situation in New York City. In December, 1899,[209] he published an article
on “Reform in Our Street Traffic Most Urgently Needed,” followed by
many others, with personal letters and visits to the city officers, and with
the publication of circulars and pamphlets. At first he was not received very
favorably by city officers who seemed more interested in “what personal
benefit” Eno expected to get out of it, than to the good that would come to
the public through such regulation. He later received favorable
consideration by Maj. Gen. Francis V. Greene, Police Commissioner, and
by Capt. A. R. Piper, U. S. A. Retired, who had been placed in charge of
traffic. In a letter dated October 14, 1909, General Greene gives due credit
to Eno, thus,[210]
The plan for street traffic regulation owed its inception to you, and you have followed it up
consistently and persistently to its present almost perfect development; and in so doing you have
conferred a benefit upon New Yorkers and the dwellers in other large cities, of very large proportions.
As a result of the combined work of the city officers and Mr. Eno, a code
was compiled which later furnished the basis for the code adopted by the
Highway Transport Committee of the Council of National Defense, U. S.
A., May 8, 1919. Most of the larger cities in the United States, together with
Paris and other European cities, have adopted this or similar codes. A
universal standardization of the National Defense Code is being sought now
by a national organization—The Eno Foundation for Highway Traffic
Regulation, Inc.[211] This code has been revised once or twice since first
adopted by New York. The Foundation will be glad to receive suggestions
for its betterment from any persons interested.
Campaigns like the “Safety First” and the “Cross Crossings Cautiously”
and other “No Accident” campaigns have marked effects. If the necessity of
care could be instilled into the mind of every person, if each could be made
to realize that the next accident might be his, that accidents are not only
painful and disagreeable but always result in the destruction of property, in
personal injury or the loss of life, the sum total of savings in money and
humanity would be tremendous. All the devices of human ingenuity, all the
laws of the sages, and the education of all agencies will not bring absolute
safety. The human race is too ignorant, too indolent, too self-complacent,
too near, in short, the outskirts of civilization, and the person who suggests
the utmost care, who would curtail the thrills of chance and danger is a “joy
killer” and a “crèpe hanger.” Perhaps so. Infinite care might result in
situation in New York City. In December, 1899,[209] he published an article
on “Reform in Our Street Traffic Most Urgently Needed,” followed by
many others, with personal letters and visits to the city officers, and with
the publication of circulars and pamphlets. At first he was not received very
favorably by city officers who seemed more interested in “what personal
benefit” Eno expected to get out of it, than to the good that would come to
the public through such regulation. He later received favorable
consideration by Maj. Gen. Francis V. Greene, Police Commissioner, and
by Capt. A. R. Piper, U. S. A. Retired, who had been placed in charge of
traffic. In a letter dated October 14, 1909, General Greene gives due credit
to Eno, thus,[210]
The plan for street traffic regulation owed its inception to you, and you have followed it up
consistently and persistently to its present almost perfect development; and in so doing you have
conferred a benefit upon New Yorkers and the dwellers in other large cities, of very large proportions.
As a result of the combined work of the city officers and Mr. Eno, a code
was compiled which later furnished the basis for the code adopted by the
Highway Transport Committee of the Council of National Defense, U. S.
A., May 8, 1919. Most of the larger cities in the United States, together with
Paris and other European cities, have adopted this or similar codes. A
universal standardization of the National Defense Code is being sought now
by a national organization—The Eno Foundation for Highway Traffic
Regulation, Inc.[211] This code has been revised once or twice since first
adopted by New York. The Foundation will be glad to receive suggestions
for its betterment from any persons interested.
Campaigns like the “Safety First” and the “Cross Crossings Cautiously”
and other “No Accident” campaigns have marked effects. If the necessity of
care could be instilled into the mind of every person, if each could be made
to realize that the next accident might be his, that accidents are not only
painful and disagreeable but always result in the destruction of property, in
personal injury or the loss of life, the sum total of savings in money and
humanity would be tremendous. All the devices of human ingenuity, all the
laws of the sages, and the education of all agencies will not bring absolute
safety. The human race is too ignorant, too indolent, too self-complacent,
too near, in short, the outskirts of civilization, and the person who suggests
the utmost care, who would curtail the thrills of chance and danger is a “joy
killer” and a “crèpe hanger.” Perhaps so. Infinite care might result in
Page 333
“innocuous desuetude.” It is said that there was introduced into a western
legislature a bill providing that two trains on different tracks approaching
their crossing point “should both stop and neither proceed until the other
had passed.” The other extreme is fatalism: “on with the dance, let joy be
unconfined”; “eat, drink and be merry.” Is there not a golden mean?
SELECTED REFERENCES
Accidents, Symposium on Automobile Hazards, by Ralph Stickle, James L. Roche, Joseph H.
Handlon, and William G. Fitzpatrick. Electric Railway Journal, Vol. LVI, pp. 913-921.
American Railway Association, Bulletin issued as a part of the “Cross Crossings Cautiously,”
campaign, 1922.
Darrow, F. T., Asst. Chief Engr., C. B. & Q. R. R., “Grade Crossing Elimination,” Nebraska Blue
Print, May, 1920. Lincoln.
Eno, William Phelps, “The Science of Highway Traffic Regulation,” published by himself and
distributed by Brentano’s, New York.
“Facts and Figures of the Automobile Industry,” 1922, National Automobile Chamber of Commerce,
New York.
Harper’s Weekly, Accounts and pictures of early railway accidents, years 1840-1860.
Held, L. A., Adjuster for the American Railway Express Company, Express Messenger, July, 1922.
Williar, Harry D., Jr., “Maryland Road Accident Map.” Public Roads, September, 1921.
FOOTNOTES
[201] “Facts and figures of the Automobile Industry,” 1922, published by the National
Automobile Chamber of Commerce, gives the following table under the heading “Ratio of
Accidents to Traffic Declines”:
Number Total Number Auto
of Auto Number of Cars Deaths
Deaths Auto[202] Registration per 1000 per 1000
Year per Car Deaths of Cars Population Population
1917 .0019 9,184 4,983,340 48 .0887
1918 .0016 9,672 6,146,617 59 .0919
1919 .0013 9,827 7,558,848 71 .0936
1920 .00123 11,358 9,211,295 87 .1040
1921 .00119 12,500[203] 10,448,632 99 .1100
[202] Estimated of entire U. S. by National Workmen’s Compensation Service Bureau
applying Census Bureau for registration area to grand total.
[203] Estimated from incomplete figures. Later statistics of the U. S. Census Bureau gives
automobile accidents in 1921, 9103; in 1922, 10,168.
[204] Harry D. Williar, Jr., Assistant Chief Engineer, in Public Roads, September, 1921.
legislature a bill providing that two trains on different tracks approaching
their crossing point “should both stop and neither proceed until the other
had passed.” The other extreme is fatalism: “on with the dance, let joy be
unconfined”; “eat, drink and be merry.” Is there not a golden mean?
SELECTED REFERENCES
Accidents, Symposium on Automobile Hazards, by Ralph Stickle, James L. Roche, Joseph H.
Handlon, and William G. Fitzpatrick. Electric Railway Journal, Vol. LVI, pp. 913-921.
American Railway Association, Bulletin issued as a part of the “Cross Crossings Cautiously,”
campaign, 1922.
Darrow, F. T., Asst. Chief Engr., C. B. & Q. R. R., “Grade Crossing Elimination,” Nebraska Blue
Print, May, 1920. Lincoln.
Eno, William Phelps, “The Science of Highway Traffic Regulation,” published by himself and
distributed by Brentano’s, New York.
“Facts and Figures of the Automobile Industry,” 1922, National Automobile Chamber of Commerce,
New York.
Harper’s Weekly, Accounts and pictures of early railway accidents, years 1840-1860.
Held, L. A., Adjuster for the American Railway Express Company, Express Messenger, July, 1922.
Williar, Harry D., Jr., “Maryland Road Accident Map.” Public Roads, September, 1921.
FOOTNOTES
[201] “Facts and figures of the Automobile Industry,” 1922, published by the National
Automobile Chamber of Commerce, gives the following table under the heading “Ratio of
Accidents to Traffic Declines”:
Number Total Number Auto
of Auto Number of Cars Deaths
Deaths Auto[202] Registration per 1000 per 1000
Year per Car Deaths of Cars Population Population
1917 .0019 9,184 4,983,340 48 .0887
1918 .0016 9,672 6,146,617 59 .0919
1919 .0013 9,827 7,558,848 71 .0936
1920 .00123 11,358 9,211,295 87 .1040
1921 .00119 12,500[203] 10,448,632 99 .1100
[202] Estimated of entire U. S. by National Workmen’s Compensation Service Bureau
applying Census Bureau for registration area to grand total.
[203] Estimated from incomplete figures. Later statistics of the U. S. Census Bureau gives
automobile accidents in 1921, 9103; in 1922, 10,168.
[204] Harry D. Williar, Jr., Assistant Chief Engineer, in Public Roads, September, 1921.
Page 334
[205] Bulletin issued by the American Railway Association as a part of the “Cross Crossings
Cautiously” campaign, June to September, inclusive, 1922.
[206] “Cross Crossings Cautiously” Bulletin.
[207] Nebraska Blue Print, May, 1920. Published by the Engineering Society of the
University of Nebraska.
[208] Formerly Chairman of the Citizens’ Street Traffic Committee of New York City,
Honorary President of the Highway Traffic Association of the state of New York, Chairman of the
Advisory Committee for the Highway Transport Committee of the United States Council of
National Defense, Chairman of the Board of Directors of the Eno Foundation for Highway Traffic
Regulation, Inc., etc.
[209] “The Science of Highway Traffic Regulation,” by W. P. Eno. Distributed by Brentano’s,
New York.
[210] Eno, op. cit.
[211] Main Office, Saugatuck, Fairfield County, Conn.
Cautiously” campaign, June to September, inclusive, 1922.
[206] “Cross Crossings Cautiously” Bulletin.
[207] Nebraska Blue Print, May, 1920. Published by the Engineering Society of the
University of Nebraska.
[208] Formerly Chairman of the Citizens’ Street Traffic Committee of New York City,
Honorary President of the Highway Traffic Association of the state of New York, Chairman of the
Advisory Committee for the Highway Transport Committee of the United States Council of
National Defense, Chairman of the Board of Directors of the Eno Foundation for Highway Traffic
Regulation, Inc., etc.
[209] “The Science of Highway Traffic Regulation,” by W. P. Eno. Distributed by Brentano’s,
New York.
[210] Eno, op. cit.
[211] Main Office, Saugatuck, Fairfield County, Conn.
Page 335
CHAPTER XII
HIGHWAY ESTHETICS
One test for success is the degree of satisfaction produced. A successful
book satisfies the majority of its readers. A machine is successful when it
performs the duties intended to the satisfaction of its operators. In business
satisfaction brings repeat orders; in art it gives emotional pleasure, and we
return again and again to look upon it. The ancient writer Vitruvius says the
three indispensable elements of architecture are Firmitas, Utilitas, Venustas,
stability, utility, beauty. That one which in the long run is most pleasing to
the builder and gives the greatest degree of satisfaction is beauty.
Most people are sensible to the charms of nature and art, that feeling
excited in the mind when observing those things called beautiful, and to a
feeling of revulsion and, possibly, disgust when brought in contact with the
ugly. The so-called esthetic sense enables us to appreciate and admire the
beautiful in nature and art, to enjoy literature and music, to delight in wit
and humor, and even to recognize beauty in a mathematical problem.
Can the principles of esthetic construction be applied to the humble road?
Most assuredly, everyone recognizes that the first two elements, stability
and utility, are very essential qualifications, but the public fails to get the
greatest possible satisfaction from the road because it neglects the element
of beauty. Until the profession of Road Aesthete has been evolved,
therefore, it might be well, in at least a crude way, to apply to the highway
some of the principles of architecture and landscape gardening. Since the
roadway is of necessity flat it blends in well with landscape gardening and
the characteristics of unity, variety, and fitness are fundamental. All parts
that are above the surface may receive a true architectural treatment.
Bridges are especially amenable. With the very large bridges there is
present the element of size, vastness, and when properly proportioned they
excite in the mind of man a feeling of awe akin to appreciation of the
sublime in nature and impress upon him a deep sense of the greatness of
human power. In all bridges the elements of proportion, harmony and
symmetry are applicable. And with the beauty and grandeur of form comes
the heightened effect of embellishment—ornament and color. Here,
however, the skill, experience, and taste of the artist must come in.
HIGHWAY ESTHETICS
One test for success is the degree of satisfaction produced. A successful
book satisfies the majority of its readers. A machine is successful when it
performs the duties intended to the satisfaction of its operators. In business
satisfaction brings repeat orders; in art it gives emotional pleasure, and we
return again and again to look upon it. The ancient writer Vitruvius says the
three indispensable elements of architecture are Firmitas, Utilitas, Venustas,
stability, utility, beauty. That one which in the long run is most pleasing to
the builder and gives the greatest degree of satisfaction is beauty.
Most people are sensible to the charms of nature and art, that feeling
excited in the mind when observing those things called beautiful, and to a
feeling of revulsion and, possibly, disgust when brought in contact with the
ugly. The so-called esthetic sense enables us to appreciate and admire the
beautiful in nature and art, to enjoy literature and music, to delight in wit
and humor, and even to recognize beauty in a mathematical problem.
Can the principles of esthetic construction be applied to the humble road?
Most assuredly, everyone recognizes that the first two elements, stability
and utility, are very essential qualifications, but the public fails to get the
greatest possible satisfaction from the road because it neglects the element
of beauty. Until the profession of Road Aesthete has been evolved,
therefore, it might be well, in at least a crude way, to apply to the highway
some of the principles of architecture and landscape gardening. Since the
roadway is of necessity flat it blends in well with landscape gardening and
the characteristics of unity, variety, and fitness are fundamental. All parts
that are above the surface may receive a true architectural treatment.
Bridges are especially amenable. With the very large bridges there is
present the element of size, vastness, and when properly proportioned they
excite in the mind of man a feeling of awe akin to appreciation of the
sublime in nature and impress upon him a deep sense of the greatness of
human power. In all bridges the elements of proportion, harmony and
symmetry are applicable. And with the beauty and grandeur of form comes
the heightened effect of embellishment—ornament and color. Here,
however, the skill, experience, and taste of the artist must come in.
Page 336
Embellishment may be carried too far. A simple decoration of constructive
parts is usually sufficient. Massive concrete is itself pleasing, but possibly a
rubbing of the surface will enhance the effect of light and shade and bring
into prominence the lines which the bridge architect desires to emphasize.
The coloring due to the materials used is usually deemed sufficient,
although there may be places where harmony demands a special treatment.
Much the same principles are involved in landscape gardening. It might
be well if every road engineer also had a course in the art of landscape
gardening, and some have gone so far as to contend that the need for the
services of an expert landscape architect to assist in the design of highways
is obvious. The artistic qualities of landscape gardening applicable to the
beautification of highways may be conceived to be unity, variety, and
character.
Unity means that in the landscape composition some leading idea,
motive, shall prevail, and that details shall be subordinate to it. In order that
a motive may be most effective one master mind should have charge of the
landscape work for an entire road; plans should be completely made and all
planting within and along the edges of the right of way should be absolutely
under his supervision. In only a few instances has road gardening been
carried to this extent. Perhaps this may be due to a lack of art education on
the part of the public, to a sort of inherent feeling that Nature will take care
of her own and cover without artificial aid all ugly spots, or to a lack of
necessary funds.
Two great styles ordinarily mentioned are the Natural and the
Architectural. They are sometimes spoken of as the English and the Italian,
because they have been respectively most highly developed in these
countries. Another style called the Picturesque has its adherents for certain
locations.
The natural style attempts to retain naturalness as far as possible—in
extreme cases refusing to prune trees or clear out trees weakened by decay
and blown down by the wind. Generally the best effects are obtained by not
going that far. Open lawns, curved lines, and grouped trees are utilized to
obtain the appearance of naturalness. Shrubs and flowering perennials are
used to furnish a natural and pleasing connection between the open lawns
and the wooded portions of the landscape. They may be used in profusion to
hide unnatural and inartistic features, and often will be low enough to look
over and therefore beautiful vistas need not be eliminated.
parts is usually sufficient. Massive concrete is itself pleasing, but possibly a
rubbing of the surface will enhance the effect of light and shade and bring
into prominence the lines which the bridge architect desires to emphasize.
The coloring due to the materials used is usually deemed sufficient,
although there may be places where harmony demands a special treatment.
Much the same principles are involved in landscape gardening. It might
be well if every road engineer also had a course in the art of landscape
gardening, and some have gone so far as to contend that the need for the
services of an expert landscape architect to assist in the design of highways
is obvious. The artistic qualities of landscape gardening applicable to the
beautification of highways may be conceived to be unity, variety, and
character.
Unity means that in the landscape composition some leading idea,
motive, shall prevail, and that details shall be subordinate to it. In order that
a motive may be most effective one master mind should have charge of the
landscape work for an entire road; plans should be completely made and all
planting within and along the edges of the right of way should be absolutely
under his supervision. In only a few instances has road gardening been
carried to this extent. Perhaps this may be due to a lack of art education on
the part of the public, to a sort of inherent feeling that Nature will take care
of her own and cover without artificial aid all ugly spots, or to a lack of
necessary funds.
Two great styles ordinarily mentioned are the Natural and the
Architectural. They are sometimes spoken of as the English and the Italian,
because they have been respectively most highly developed in these
countries. Another style called the Picturesque has its adherents for certain
locations.
The natural style attempts to retain naturalness as far as possible—in
extreme cases refusing to prune trees or clear out trees weakened by decay
and blown down by the wind. Generally the best effects are obtained by not
going that far. Open lawns, curved lines, and grouped trees are utilized to
obtain the appearance of naturalness. Shrubs and flowering perennials are
used to furnish a natural and pleasing connection between the open lawns
and the wooded portions of the landscape. They may be used in profusion to
hide unnatural and inartistic features, and often will be low enough to look
over and therefore beautiful vistas need not be eliminated.
Page 337
The Architectural style seeks to carry the architectural composition of the
buildings into the landscape. The extreme Italian style is diametrically
opposed to the extreme English. It has been said that they are mutually
exclusive. For best effects that may be true, but the modern tendency seems
to be to recognize that each has its advantage in special situations. Modern
landscape architects are not adverse to a proper mixture of the two.
The writer is of the opinion that road gardening will be best as a
compromise between the two extreme styles. The fact that the road must be
laid down through a long, narrow stretch of land, that ditches must be
maintained for drainage, that embankments and cuts must continually
alternate, makes a purely naturalistic treatment impossible. The geometrical
must be in evidence. In country districts with wide right of ways—in some
places they are as much as 200 feet—the road may be considered as
separating two plots in which there is room for much open grassy space and
group planting along the outer edges. With narrower roads the trees will
necessarily be planted in rows uniformly spaced, depending upon the width
of the street and species of trees, giving an “avenue” effect. In cities greater
formality is necessary than in the country, but even there planting the less
formal trees will tend to give more or less naturalness to the whole.
The architects will not agree with me in believing that satisfactory
combinations of the two great styles may be obtained. They believe that
street planting, for example, should be in (1) parallel rows with the street,
(2) the trees should be uniformly spaced, and (3) the individual trees should
be just as nearly uniform as possible. I will admit that the main lines of
trees should be parallel with the street but do not admit that irregular groups
of shrubbery and flowers will destroy the artistic effect. That the larger trees
should be uniformly spaced and of the same variety and size for the same
block or street is also admitted. But, that such trees as the American elm, for
instance, because it is lacking in formality, is not a good street tree, cannot
be admitted. Neither do I believe that an avenue made up of palms,
Lombardy poplars, or dwarfed catalpas, is any more beautiful, harmonious
or restful than a street of long curving pendulant elms, although geometrical
boldness has not been so thoroughly carried out in the latter case. Clipped
trees, occasionally in fantastic shapes, are sometimes seen. It scarcely needs
to be said, that however appropriate they may be in an Italian villa, they
have no place along an American highway. But neatly clipped hedges of
buildings into the landscape. The extreme Italian style is diametrically
opposed to the extreme English. It has been said that they are mutually
exclusive. For best effects that may be true, but the modern tendency seems
to be to recognize that each has its advantage in special situations. Modern
landscape architects are not adverse to a proper mixture of the two.
The writer is of the opinion that road gardening will be best as a
compromise between the two extreme styles. The fact that the road must be
laid down through a long, narrow stretch of land, that ditches must be
maintained for drainage, that embankments and cuts must continually
alternate, makes a purely naturalistic treatment impossible. The geometrical
must be in evidence. In country districts with wide right of ways—in some
places they are as much as 200 feet—the road may be considered as
separating two plots in which there is room for much open grassy space and
group planting along the outer edges. With narrower roads the trees will
necessarily be planted in rows uniformly spaced, depending upon the width
of the street and species of trees, giving an “avenue” effect. In cities greater
formality is necessary than in the country, but even there planting the less
formal trees will tend to give more or less naturalness to the whole.
The architects will not agree with me in believing that satisfactory
combinations of the two great styles may be obtained. They believe that
street planting, for example, should be in (1) parallel rows with the street,
(2) the trees should be uniformly spaced, and (3) the individual trees should
be just as nearly uniform as possible. I will admit that the main lines of
trees should be parallel with the street but do not admit that irregular groups
of shrubbery and flowers will destroy the artistic effect. That the larger trees
should be uniformly spaced and of the same variety and size for the same
block or street is also admitted. But, that such trees as the American elm, for
instance, because it is lacking in formality, is not a good street tree, cannot
be admitted. Neither do I believe that an avenue made up of palms,
Lombardy poplars, or dwarfed catalpas, is any more beautiful, harmonious
or restful than a street of long curving pendulant elms, although geometrical
boldness has not been so thoroughly carried out in the latter case. Clipped
trees, occasionally in fantastic shapes, are sometimes seen. It scarcely needs
to be said, that however appropriate they may be in an Italian villa, they
have no place along an American highway. But neatly clipped hedges of
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privet or mulberry may add materially in outlining the geometrical
arrangement.
It is my opinion that the main trees along a country highway should be
much farther apart than they are usually planted. Two to three times the
spread of a grown tree of the same variety in that region is none too much.
Or the distance may equal the height plus the spread. If they are placed on
both sides of the roadway they should be alternated, staggered. This gives
the trees each individually an opportunity of undisturbed growth, and if
they are adapted to the locality and well fed will form large symmetrical
trees. American elms, for the Mid-west states should be placed not less than
100 feet apart along country roads. Lombardy poplar closer, say 75 feet;
while they do not spread so very far they do grow high. Another reason, in
addition to that of unrestricted growth, for setting the trees far apart is that
for some distance from a tree, perhaps because of the spread of its roots or
the shade, crops do not grow well. And as the tree must usually be planted
near the edge of the right of way, the farmer who owns the adjacent land is
being robbed of the fertility of his soil. The fewer trees that may be set and
still give a good appearance the better. The improved appearance of the
highway and its benefit to the farm fully compensates for the loss of land,
without doubt, when the trees are spaced wide as has been suggested.
The varieties of trees that should be planted along highways depends
upon the location of the land. Those species that will thrive on low bottom
land may not thrive on the table and upland. The eucalyptus grows rapidly
into a tall, dignified stately tree in California, but would not live at all in
Minnesota. The paper birch of Michigan and New York might be out of
place entirely in Texas. Only those trees should be planted that experience
shows are fitted for the region and locality. In Europe it is common practice
to plant apple and other fruit trees along the highway. Such trees might not
thrive under American vandalism. Mr. C. A. Reed of the United States
Department of Agriculture[212] recommends the planting of nut trees.
Among others he mentions black walnut, hickory, Japanese walnut, beech,
chestnut, filbert or hazel, and pecan. Of non-nut-bearing trees he thinks the
elm the best all-around tree. He also mentions the sugar maple, the linden,
the apple, and especially a native variety known as thorn apple, hawthorn or
red haw.
There are many other species that grow well. The pin oak and other
varieties of oak may be transplanted; two or three poplars—a variety of
arrangement.
It is my opinion that the main trees along a country highway should be
much farther apart than they are usually planted. Two to three times the
spread of a grown tree of the same variety in that region is none too much.
Or the distance may equal the height plus the spread. If they are placed on
both sides of the roadway they should be alternated, staggered. This gives
the trees each individually an opportunity of undisturbed growth, and if
they are adapted to the locality and well fed will form large symmetrical
trees. American elms, for the Mid-west states should be placed not less than
100 feet apart along country roads. Lombardy poplar closer, say 75 feet;
while they do not spread so very far they do grow high. Another reason, in
addition to that of unrestricted growth, for setting the trees far apart is that
for some distance from a tree, perhaps because of the spread of its roots or
the shade, crops do not grow well. And as the tree must usually be planted
near the edge of the right of way, the farmer who owns the adjacent land is
being robbed of the fertility of his soil. The fewer trees that may be set and
still give a good appearance the better. The improved appearance of the
highway and its benefit to the farm fully compensates for the loss of land,
without doubt, when the trees are spaced wide as has been suggested.
The varieties of trees that should be planted along highways depends
upon the location of the land. Those species that will thrive on low bottom
land may not thrive on the table and upland. The eucalyptus grows rapidly
into a tall, dignified stately tree in California, but would not live at all in
Minnesota. The paper birch of Michigan and New York might be out of
place entirely in Texas. Only those trees should be planted that experience
shows are fitted for the region and locality. In Europe it is common practice
to plant apple and other fruit trees along the highway. Such trees might not
thrive under American vandalism. Mr. C. A. Reed of the United States
Department of Agriculture[212] recommends the planting of nut trees.
Among others he mentions black walnut, hickory, Japanese walnut, beech,
chestnut, filbert or hazel, and pecan. Of non-nut-bearing trees he thinks the
elm the best all-around tree. He also mentions the sugar maple, the linden,
the apple, and especially a native variety known as thorn apple, hawthorn or
red haw.
There are many other species that grow well. The pin oak and other
varieties of oak may be transplanted; two or three poplars—a variety of
Page 339
cottonwood known commercially as Carolina poplar is a rapid growing but
short-lived tree; ashes, locusts, catalpa, sycamore, the pines, spruces,
cedars, and larches, all do well in some localities. Plums, choke-cherries,
and black haws make good screening thickets and furnish fruit for the birds.
The wild grape and the Virginia creeper will soon completely cover
unsightly fences, rocks, and stumps; the birds also like their fruits. For low
planting practically all the shrubs used in decorative gardening are
available, while the perennial herbaceous flowering plants become veritable
splotches of color to delight the eye of the discerning wayfarer.
In the language of Oliver Wendell Holmes, “It will not do to be exclusive
in our tastes about trees. There is hardly one of them which has not peculiar
beauties in some fitting place for it.” Even a blasted and wind-torn tree, or
those trees which have the quality of picturesqueness, such as the gingko,
cut-leaved maple, Kentucky coffee, weeping larch, or those artificially
dwarfed trees, catalpa and mountain ash, all may be utilized in their
appropriate places.
Trees. —Apple.—A rather good-looking tree with a beautiful show of
blossoms in the spring. Used extensively as a road tree in Europe. The
native crab-apple and the thorn-apple (red haw) are both fine for their
blossoms. They do not grow large so can be used in group planting.
Arbor vitae.—A species of cedar used for screens, wind-breaks, and
hedges, and for filling in shrubbery where a variety of color is desired.
Ash.—There are some half dozen or more varieties found native in the
United States covering a region from the Atlantic to the Rockies and
extending into Oregon and Washington. Nearly all of them are suitable for
road and street trees. In parks they are good for massing as they stand close
planting.
Aspen.—A species of poplar, rapid growing and often springs up in the
pine forests after the conifers have been cut off. The color of the leaves
makes it desirable in some plantings. Will grow in close masses.
Balm of Gilead.—A species of poplar (black cottonwood); a good-
looking tree but like other poplars not especially desirable as a road tree,
but in all the Northern states where quick growth is wanted might be used.
Bamboo.—Native of South Sea Island, Philippines, southern Asia, other
southern countries and a species in Florida. A rapid growing plant, quite
graceful, and can be utilized for group and massive planting where
acclimated.
short-lived tree; ashes, locusts, catalpa, sycamore, the pines, spruces,
cedars, and larches, all do well in some localities. Plums, choke-cherries,
and black haws make good screening thickets and furnish fruit for the birds.
The wild grape and the Virginia creeper will soon completely cover
unsightly fences, rocks, and stumps; the birds also like their fruits. For low
planting practically all the shrubs used in decorative gardening are
available, while the perennial herbaceous flowering plants become veritable
splotches of color to delight the eye of the discerning wayfarer.
In the language of Oliver Wendell Holmes, “It will not do to be exclusive
in our tastes about trees. There is hardly one of them which has not peculiar
beauties in some fitting place for it.” Even a blasted and wind-torn tree, or
those trees which have the quality of picturesqueness, such as the gingko,
cut-leaved maple, Kentucky coffee, weeping larch, or those artificially
dwarfed trees, catalpa and mountain ash, all may be utilized in their
appropriate places.
Trees. —Apple.—A rather good-looking tree with a beautiful show of
blossoms in the spring. Used extensively as a road tree in Europe. The
native crab-apple and the thorn-apple (red haw) are both fine for their
blossoms. They do not grow large so can be used in group planting.
Arbor vitae.—A species of cedar used for screens, wind-breaks, and
hedges, and for filling in shrubbery where a variety of color is desired.
Ash.—There are some half dozen or more varieties found native in the
United States covering a region from the Atlantic to the Rockies and
extending into Oregon and Washington. Nearly all of them are suitable for
road and street trees. In parks they are good for massing as they stand close
planting.
Aspen.—A species of poplar, rapid growing and often springs up in the
pine forests after the conifers have been cut off. The color of the leaves
makes it desirable in some plantings. Will grow in close masses.
Balm of Gilead.—A species of poplar (black cottonwood); a good-
looking tree but like other poplars not especially desirable as a road tree,
but in all the Northern states where quick growth is wanted might be used.
Bamboo.—Native of South Sea Island, Philippines, southern Asia, other
southern countries and a species in Florida. A rapid growing plant, quite
graceful, and can be utilized for group and massive planting where
acclimated.
Page 340
Basswood.—See Linden.
Bay.—See Laurel.
Beech.—A beautiful tree both in summer and winter. Best when grown
individually. There are fifteen or more species belonging to the genus
(Fagus). The blue beech or ironwood, a rather small tree, may be used
where its peculiar color is desired.
Birch.—Some twenty-four species are known in the United States,
inhabiting mostly the northern part, extending into Canada and Alaska. The
birches, especially the paper or white birch, are distinguished by their light-
colored bark. That of the white birch was used by the Indians for canoes. It
is an excellent park tree if it can be saved from being peeled by the
ubiquitous vandal.
Box Elder.—A species of maple found quite generally from the Atlantic
Ocean to the Rocky Mountains. It grows to a height of approximately fifty
feet with a spread about the same. It casts a dense shade and since it will
stand severe climatic changes is a good tree for the naturally treeless
sections. Has been used much as a street tree, although not particularly
shapely as to trunk.
Buckeye.—The buckeye and horse chestnut are species of the same
genus. To the native species is usually given the name buckeye. The Ohio
buckeye is from 30 to 45 feet in height and is useful in mass planting and
not at its best in road planting.
Bay.—See Laurel.
Beech.—A beautiful tree both in summer and winter. Best when grown
individually. There are fifteen or more species belonging to the genus
(Fagus). The blue beech or ironwood, a rather small tree, may be used
where its peculiar color is desired.
Birch.—Some twenty-four species are known in the United States,
inhabiting mostly the northern part, extending into Canada and Alaska. The
birches, especially the paper or white birch, are distinguished by their light-
colored bark. That of the white birch was used by the Indians for canoes. It
is an excellent park tree if it can be saved from being peeled by the
ubiquitous vandal.
Box Elder.—A species of maple found quite generally from the Atlantic
Ocean to the Rocky Mountains. It grows to a height of approximately fifty
feet with a spread about the same. It casts a dense shade and since it will
stand severe climatic changes is a good tree for the naturally treeless
sections. Has been used much as a street tree, although not particularly
shapely as to trunk.
Buckeye.—The buckeye and horse chestnut are species of the same
genus. To the native species is usually given the name buckeye. The Ohio
buckeye is from 30 to 45 feet in height and is useful in mass planting and
not at its best in road planting.
Page 341
PIN OAK STREET TREES
About 15 Years Old on Land that Was Once Considered to be a part of the “Great American
Desert.”
About 15 Years Old on Land that Was Once Considered to be a part of the “Great American
Desert.”
Page 342
A COTTONWOOD WIND BREAK
Formerly very Common in the Prairie Region.
Camphor.—The Camphor Tree (Cinnamomum camphora) is quite
commonly planted for street trees in the Southeastern, Southern and the
Southwestern states. The tree is a thrifty grower and is nice and straight.
The leaves and wood have the characteristic aromatic camphor odor, and
from them can be extracted the juice. Another tree of the same genus C.
zeylanicum has also been imported from Asia and may be found in the same
states. From the roots is obtained cassia bark.
Catalpa.—Was planted extensively a few years ago because it was
thought it would quickly develop timber large enough for fence posts and
ties in a few years. The best variety is the Catalpa speciosa, which grows
under favorable conditions to a height of 60 feet, with a spread of 30 feet.
The leaves are large and of good color, but slow to appear in the spring and
drop at the first frost in the fall. The flowers are very showy. For this
reason, its general shapely appearance, and its rapid growth, it is a good
Formerly very Common in the Prairie Region.
Camphor.—The Camphor Tree (Cinnamomum camphora) is quite
commonly planted for street trees in the Southeastern, Southern and the
Southwestern states. The tree is a thrifty grower and is nice and straight.
The leaves and wood have the characteristic aromatic camphor odor, and
from them can be extracted the juice. Another tree of the same genus C.
zeylanicum has also been imported from Asia and may be found in the same
states. From the roots is obtained cassia bark.
Catalpa.—Was planted extensively a few years ago because it was
thought it would quickly develop timber large enough for fence posts and
ties in a few years. The best variety is the Catalpa speciosa, which grows
under favorable conditions to a height of 60 feet, with a spread of 30 feet.
The leaves are large and of good color, but slow to appear in the spring and
drop at the first frost in the fall. The flowers are very showy. For this
reason, its general shapely appearance, and its rapid growth, it is a good
Page 343
road tree. It does not seem to be very long lived, and as a street tree it is
objected to by those having close cropped lawns because of its bad habit of
shedding its long seed pods all summer.
Cedar.—There are many species of cedars, both red and white. The arbor
vitae has already been mentioned. Juniperus virginiana is perhaps the best
road tree. It grows from 50 to 80 feet tall with a spread of one-quarter to
one-third its height. It is suitable in nearly every place where evergreens can
be utilized. Its pyramidal shape makes it well adapted to formal landscape
architecture and hence would make a good road tree for avenue planting.
Citrus Fruit.—Orange, lemon, grapefruit, and citron are freely planted in
Florida and California. Where these come up to the highway they answer
for road trees. The citrus trees have a beautiful dark green shiny foliage
with a round top, and with their flowers and ripening fruit are always
interesting.
Coffee Tree.—A good lawn or park tree, but a very few specimens will be
sufficient.
Cherry.—The wild cherry, Prunus serotina, also called black-cherry,
grows native over much of the eastern and central portions of the United
States. It is the tree from which the cherry wood is obtained. It is hardy,
grows to a good height, 40 to 80 feet, with a spread of 20 to 40 feet. It is a
good road tree spoken of by one writer as “charmingly unconventional,”
and bears a slightly bitter pea-sized fruit of which the birds are fond. It is
deserving of larger planting as a road and street tree. The chokecherry is a
much smaller tree, from 5 to 20 feet high and can be used in massing and
screening. The blossoms in the spring and a little later the fruit of which
birds are extremely fond, make it worthy of attention. The Japanese
flowering cherry and tame cherries are sometimes used for their blossoms.
Cottonwood.—A species of poplar found native from Maine to Florida
and westward to the Rocky Mountains. Being so hardy and a rapid growing
tree, it was planted freely by the early settlers in the plains regions of the
Mid-west. A variety known as Carolina poplar grows especially straight and
tall, from 75 to 100 feet, with a spread of 25 to 30 feet. The cottonwood is
not strong and is liable to be broken in the wind, because of this fact old
trees are usually more or less unsightly. The shedding of cotton from the
pistilate tree is objected to, but this trouble may be avoided by propagating
only from staminate trees by cuttings. Nevertheless it is a valuable tree
where rapid growth and quick shade is desired.
objected to by those having close cropped lawns because of its bad habit of
shedding its long seed pods all summer.
Cedar.—There are many species of cedars, both red and white. The arbor
vitae has already been mentioned. Juniperus virginiana is perhaps the best
road tree. It grows from 50 to 80 feet tall with a spread of one-quarter to
one-third its height. It is suitable in nearly every place where evergreens can
be utilized. Its pyramidal shape makes it well adapted to formal landscape
architecture and hence would make a good road tree for avenue planting.
Citrus Fruit.—Orange, lemon, grapefruit, and citron are freely planted in
Florida and California. Where these come up to the highway they answer
for road trees. The citrus trees have a beautiful dark green shiny foliage
with a round top, and with their flowers and ripening fruit are always
interesting.
Coffee Tree.—A good lawn or park tree, but a very few specimens will be
sufficient.
Cherry.—The wild cherry, Prunus serotina, also called black-cherry,
grows native over much of the eastern and central portions of the United
States. It is the tree from which the cherry wood is obtained. It is hardy,
grows to a good height, 40 to 80 feet, with a spread of 20 to 40 feet. It is a
good road tree spoken of by one writer as “charmingly unconventional,”
and bears a slightly bitter pea-sized fruit of which the birds are fond. It is
deserving of larger planting as a road and street tree. The chokecherry is a
much smaller tree, from 5 to 20 feet high and can be used in massing and
screening. The blossoms in the spring and a little later the fruit of which
birds are extremely fond, make it worthy of attention. The Japanese
flowering cherry and tame cherries are sometimes used for their blossoms.
Cottonwood.—A species of poplar found native from Maine to Florida
and westward to the Rocky Mountains. Being so hardy and a rapid growing
tree, it was planted freely by the early settlers in the plains regions of the
Mid-west. A variety known as Carolina poplar grows especially straight and
tall, from 75 to 100 feet, with a spread of 25 to 30 feet. The cottonwood is
not strong and is liable to be broken in the wind, because of this fact old
trees are usually more or less unsightly. The shedding of cotton from the
pistilate tree is objected to, but this trouble may be avoided by propagating
only from staminate trees by cuttings. Nevertheless it is a valuable tree
where rapid growth and quick shade is desired.
Page 344
Chestnut.—The chestnut (Castania vulgarus) and one or two other
species was formerly an important timber tree in the Eastern states. The tree
when not in foliage looks something like red oak. It grows to a height of 75
to 100 feet, 5 to 12 feet in diameter. In Europe a chestnut is mentioned 204
feet in circumference. The spread of the tree is from one-fourth to one-half
its height. The nuts are edible. A bark disease has carried off most of the
Eastern trees, and the larvæ of insects almost universally infect the nuts.
However, it is a rapid grower and might be worth planting where it is
known to thrive.
Cucumber Tree.—A large, handsome tree, symmetrical, 50 to 75 feet in
height of the magnolia family, its fruit resembling cucumbers. It is a native
of the Eastern states.
Cypress.—The bald cypress, though a large tree and of commercial
importance, has little value as a road tree because it grows in swamps, the
very worst place for a road. It might be utilized in the lake of a park.
Dogwood.—A native shrub of several varieties. Its low growing
tendencies, its beautiful flowers and showy fruit make it a valuable
ornamental shrub for parks. A species Cornus Florida grows into a tree
some 25 feet high.
Douglas Spruce or Fir.—Snow[213] states this (Pseudotsuga) genus “is
neither a true pine, spruce, nor fir, but a sort of bastard hemlock. The name
‘pseudotsuga’ is from pseudo, or false, and tsuga or hemlock.” These trees
are among the largest known and the wonder of the traveler through the
forests of Oregon and Washington. Along the lines of these roads it were
well, if the pleasure of the tourist be of import, to retain the most beautiful
specimens. It grows from 175 to sometimes 300 feet in height, and 3 to 5,
and sometimes 10 feet in diameter.
Elm.—The American elm (Ulmus americana) is considered by many to
be the best street and road tree in this country. It has a large rounded top
with long graceful branches. The shade is not very dense and the lack of
foliage near the ground allows the free circulation of air. It grows into an
exceptionally fine individual specimen and will also group well. The
general good appearance of the tree both in summer and in winter makes it
a favorite. There are some fifteen different species of elm distributed over
the temperate portions of the Northern Hemisphere, except along the
western coast of North America. The wood being tough and fibrous it
withstands damage from the wind fairly well. Occasionally the long
species was formerly an important timber tree in the Eastern states. The tree
when not in foliage looks something like red oak. It grows to a height of 75
to 100 feet, 5 to 12 feet in diameter. In Europe a chestnut is mentioned 204
feet in circumference. The spread of the tree is from one-fourth to one-half
its height. The nuts are edible. A bark disease has carried off most of the
Eastern trees, and the larvæ of insects almost universally infect the nuts.
However, it is a rapid grower and might be worth planting where it is
known to thrive.
Cucumber Tree.—A large, handsome tree, symmetrical, 50 to 75 feet in
height of the magnolia family, its fruit resembling cucumbers. It is a native
of the Eastern states.
Cypress.—The bald cypress, though a large tree and of commercial
importance, has little value as a road tree because it grows in swamps, the
very worst place for a road. It might be utilized in the lake of a park.
Dogwood.—A native shrub of several varieties. Its low growing
tendencies, its beautiful flowers and showy fruit make it a valuable
ornamental shrub for parks. A species Cornus Florida grows into a tree
some 25 feet high.
Douglas Spruce or Fir.—Snow[213] states this (Pseudotsuga) genus “is
neither a true pine, spruce, nor fir, but a sort of bastard hemlock. The name
‘pseudotsuga’ is from pseudo, or false, and tsuga or hemlock.” These trees
are among the largest known and the wonder of the traveler through the
forests of Oregon and Washington. Along the lines of these roads it were
well, if the pleasure of the tourist be of import, to retain the most beautiful
specimens. It grows from 175 to sometimes 300 feet in height, and 3 to 5,
and sometimes 10 feet in diameter.
Elm.—The American elm (Ulmus americana) is considered by many to
be the best street and road tree in this country. It has a large rounded top
with long graceful branches. The shade is not very dense and the lack of
foliage near the ground allows the free circulation of air. It grows into an
exceptionally fine individual specimen and will also group well. The
general good appearance of the tree both in summer and in winter makes it
a favorite. There are some fifteen different species of elm distributed over
the temperate portions of the Northern Hemisphere, except along the
western coast of North America. The wood being tough and fibrous it
withstands damage from the wind fairly well. Occasionally the long
Page 345
branches become so heavy they break down, but usually the tree is so well
balanced that it stands up well. The white or American elm is the favorite
for road work. The red or slippery elm (U. pubescens) is a beautiful tree and
would be used more frequently in road and park work were it not that its
delectable mucilaginous inner-bark makes it the mark of the road vandal.
White elm grows from 90 to 100 feet in height with a spread of 50 to 75
feet. There is a tree now being featured by the nurseries called English elm
which has a smooth bark and very shapely appearance. The cork elm (U.
racemosa), grows from 75 to 90 feet in height, best developed in southern
Ontario and Michigan, with a somewhat rough shaggy bark, is also a good
road tree.
Eucalyptus.—This genus includes about 400 species. They are variously
and locally known as gum trees, stringy-barks, iron-barks, mahoganies, and
box, and are natives of Australia and neighboring islands. They have been
widely planted throughout the world in warm climates. The blue gum
(Eucalyptus globulus) does well at least as far north as Sacramento, and has
practically changed the landscape of Southern California and Arizona. The
tree has an extremely rapid growth, reaching a height of 200 and sometimes
300 feet. Some of the trees have a shaggy exfoliating bark while others
seem smooth. The leaves of the young tree in some of the species, very
noticeable in the blue gum, change their form and color as the tree reaches a
certain age. Likewise the color and shape of the leaves and flowers differ
widely with different species. They all are “evergreen” but the leathery
leaves are blue, gray, or green. The leaves of the blue gum are blue, oval,
and stalkless when the tree is young while the leaves of the older trees have
stems, are dark green, some 10 or 12 inches long, an inch wide, and sickle
shaped. In southern California they have been known to grow 25 feet in one
year. The various varieties may be used in various ways, some for wind
breaks and massing and some for individual specimens. Some are brilliant
with flowers during a period of year when other flowers are scarce.
Eucalyptus oil extracted from them is used as a medicine. For dry warm
climates they make an excellent road tree.
Fir.—There are a large number of species and like other evergreens have
their uses in landscape work. They look much like the spruces. In the West
many of them grow to tremendous sizes.
Gingko.—A picturesque tree, sometimes called the maiden-hair, has been
used about the city of Washington for street purposes. Gingko biloba is a
balanced that it stands up well. The white or American elm is the favorite
for road work. The red or slippery elm (U. pubescens) is a beautiful tree and
would be used more frequently in road and park work were it not that its
delectable mucilaginous inner-bark makes it the mark of the road vandal.
White elm grows from 90 to 100 feet in height with a spread of 50 to 75
feet. There is a tree now being featured by the nurseries called English elm
which has a smooth bark and very shapely appearance. The cork elm (U.
racemosa), grows from 75 to 90 feet in height, best developed in southern
Ontario and Michigan, with a somewhat rough shaggy bark, is also a good
road tree.
Eucalyptus.—This genus includes about 400 species. They are variously
and locally known as gum trees, stringy-barks, iron-barks, mahoganies, and
box, and are natives of Australia and neighboring islands. They have been
widely planted throughout the world in warm climates. The blue gum
(Eucalyptus globulus) does well at least as far north as Sacramento, and has
practically changed the landscape of Southern California and Arizona. The
tree has an extremely rapid growth, reaching a height of 200 and sometimes
300 feet. Some of the trees have a shaggy exfoliating bark while others
seem smooth. The leaves of the young tree in some of the species, very
noticeable in the blue gum, change their form and color as the tree reaches a
certain age. Likewise the color and shape of the leaves and flowers differ
widely with different species. They all are “evergreen” but the leathery
leaves are blue, gray, or green. The leaves of the blue gum are blue, oval,
and stalkless when the tree is young while the leaves of the older trees have
stems, are dark green, some 10 or 12 inches long, an inch wide, and sickle
shaped. In southern California they have been known to grow 25 feet in one
year. The various varieties may be used in various ways, some for wind
breaks and massing and some for individual specimens. Some are brilliant
with flowers during a period of year when other flowers are scarce.
Eucalyptus oil extracted from them is used as a medicine. For dry warm
climates they make an excellent road tree.
Fir.—There are a large number of species and like other evergreens have
their uses in landscape work. They look much like the spruces. In the West
many of them grow to tremendous sizes.
Gingko.—A picturesque tree, sometimes called the maiden-hair, has been
used about the city of Washington for street purposes. Gingko biloba is a
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native of Japan. While beautiful it would require much care to get it
properly started.
Gum Tree.—The name is applied to trees of diverse species. Sweet gum
(Liquidambar styraciflua) grows from Connecticut to Florida, and
westward, intermittently to Illinois and Texas. Greatest development in the
basin of the Mississippi River. This is a tall, straight tree with symmetrical
top, rather smooth bark with corky ridges. A good-looking road tree. The
star-shaped leaves turn brilliant scarlet in the fall. The seed pods are a sort
of bur or rounded ball. Black, or sour gum, while the wood is difficult to
work and does not burn easily, ought to be a fairly successful road tree in
some localities. Grows from 45 to 100 feet high.
Hedge.—See Osage Orange.
Hackberry.—In the Western prairie states has proven itself to be a very
good street tree. Grows to a height of about 50 feet with a spread of 30 feet.
The bark is corky and deep cut, giving it a rough surface. In general
appearance resembles the elm. Deserves more general planting.
Hemlock.—Is found native, in several species, over the northern part of
the United States and southern Canada. Frequently found with broad-leaved
and other needle-leaved timber. Tsuga canadensis grows from 60 to 80 feet
in height, has short leaves, green above and light beneath, a straight trunk
and beautiful appearance. Western hemlock is found as high as 6500 feet
above sea level.
Hickory.—The several species of this genus are recommended highly for
road purposes in the Eastern half of the United States. Probably at its best
from Michigan to Missouri. The shagbark (Hicoria ovata) grows to a height
of 75 to 90 feet with a spread of half as much. The bark is rough and shaggy
—hence the name. It bears fine edible nuts in abundance. It will well repay
planting along the roads. Pignut (H. glabra) a fine tree of about the same
height has a smooth bark and nuts that are rather bitter and sometimes
astringent, but from its fine appearance and useful wood is worthy of
planting. Pecan (H. pecan) is especially adaptable to the more southern
climates, growing very thriftily in Texas and other Southern states. Reed
says,[214] “it is the noblest nut tree of all American species. Beautiful trees,
sometimes 3 or 4 feet through at the base and from 100 to 150 feet tall,
occur in the alluvial soils of the Mississippi River and its tributaries and in
the Southwest. In the Southern states it forms a splendid roadside tree and
orchards of it are worth going long distances to see. Very often enough nuts
properly started.
Gum Tree.—The name is applied to trees of diverse species. Sweet gum
(Liquidambar styraciflua) grows from Connecticut to Florida, and
westward, intermittently to Illinois and Texas. Greatest development in the
basin of the Mississippi River. This is a tall, straight tree with symmetrical
top, rather smooth bark with corky ridges. A good-looking road tree. The
star-shaped leaves turn brilliant scarlet in the fall. The seed pods are a sort
of bur or rounded ball. Black, or sour gum, while the wood is difficult to
work and does not burn easily, ought to be a fairly successful road tree in
some localities. Grows from 45 to 100 feet high.
Hedge.—See Osage Orange.
Hackberry.—In the Western prairie states has proven itself to be a very
good street tree. Grows to a height of about 50 feet with a spread of 30 feet.
The bark is corky and deep cut, giving it a rough surface. In general
appearance resembles the elm. Deserves more general planting.
Hemlock.—Is found native, in several species, over the northern part of
the United States and southern Canada. Frequently found with broad-leaved
and other needle-leaved timber. Tsuga canadensis grows from 60 to 80 feet
in height, has short leaves, green above and light beneath, a straight trunk
and beautiful appearance. Western hemlock is found as high as 6500 feet
above sea level.
Hickory.—The several species of this genus are recommended highly for
road purposes in the Eastern half of the United States. Probably at its best
from Michigan to Missouri. The shagbark (Hicoria ovata) grows to a height
of 75 to 90 feet with a spread of half as much. The bark is rough and shaggy
—hence the name. It bears fine edible nuts in abundance. It will well repay
planting along the roads. Pignut (H. glabra) a fine tree of about the same
height has a smooth bark and nuts that are rather bitter and sometimes
astringent, but from its fine appearance and useful wood is worthy of
planting. Pecan (H. pecan) is especially adaptable to the more southern
climates, growing very thriftily in Texas and other Southern states. Reed
says,[214] “it is the noblest nut tree of all American species. Beautiful trees,
sometimes 3 or 4 feet through at the base and from 100 to 150 feet tall,
occur in the alluvial soils of the Mississippi River and its tributaries and in
the Southwest. In the Southern states it forms a splendid roadside tree and
orchards of it are worth going long distances to see. Very often enough nuts
Page 347
are gathered from a half dozen trees on a city lot to pay the taxes and keep
up the insurance on the home.”
Holly.—Occasionally 50 feet in height but more often much smaller,
particularly in the North. Occurs from Massachusetts to Texas. The foliage
is evergreen and the beautiful red berries remain until spring. Might be
utilized in park plantings.
Horse Chestnut.—See Buckeye.
Juniper.—See Cedar.
Koelreuteria.—Koelreuteria paniculata is recommended for a park tree
for middle ground planting, being a small tree, 15 to 30 feet high, with
feathery pinnate leaves and yellow blossoms.
Larch.—The larches are deciduous, needle-leaved conifers. A tall,
straight, slender tree. If planted at all should be in groups or masses. The
winter aspect is not particularly inviting.
Laurel.—The laurels, known as magnolia trees, Magnolia grandiflora
found along the Atlantic as far north as Washington, and Umbellularia
californica and Arbutus menziesii found in California, are ornamental trees
of the highest rank. They make fine individual specimens reaching a height
from 50 to 100 feet and a spread fully half as much. The dark evergreen
foliage and large showy flowers give them a most beautiful appearance. A
magnolia avenue is certainly worth seeing. Several other varieties of laurel
are recommended for planting as far north as New York.
Lemon.—See Citrus Fruit.
Lignum vitae.—A low gnarled tree grown in semitropical regions. Could
be used in picturesque landscape work.
Linden.—Variously called basswood, whitewood, linn, beetree; is found
intermittently throughout the eastern half of the United States. It is, when
grown, 60 to 90 feet in height and has a spread of 30 to 45 feet. It has large,
smooth leaves and in the spring its flowers are very productive of honey. It
is quick growing but said to be long lived. The American linden (Tilia
americana) is perhaps the most thrifty for a road tree. It can be used
individually and deserves more extensive planting.
Locust.—The name locust seems to have been applied to three distinct
genera of the family Leguminosae. The black locust (Robinia pseudacia) is
a fine appearing tree but in the Middle West is much subject to attack by
borers. In other regions it does not seem to suffer that way. It attains a
height of 50 to 75 feet, and a spread half as great. The honey locust, a little
up the insurance on the home.”
Holly.—Occasionally 50 feet in height but more often much smaller,
particularly in the North. Occurs from Massachusetts to Texas. The foliage
is evergreen and the beautiful red berries remain until spring. Might be
utilized in park plantings.
Horse Chestnut.—See Buckeye.
Juniper.—See Cedar.
Koelreuteria.—Koelreuteria paniculata is recommended for a park tree
for middle ground planting, being a small tree, 15 to 30 feet high, with
feathery pinnate leaves and yellow blossoms.
Larch.—The larches are deciduous, needle-leaved conifers. A tall,
straight, slender tree. If planted at all should be in groups or masses. The
winter aspect is not particularly inviting.
Laurel.—The laurels, known as magnolia trees, Magnolia grandiflora
found along the Atlantic as far north as Washington, and Umbellularia
californica and Arbutus menziesii found in California, are ornamental trees
of the highest rank. They make fine individual specimens reaching a height
from 50 to 100 feet and a spread fully half as much. The dark evergreen
foliage and large showy flowers give them a most beautiful appearance. A
magnolia avenue is certainly worth seeing. Several other varieties of laurel
are recommended for planting as far north as New York.
Lemon.—See Citrus Fruit.
Lignum vitae.—A low gnarled tree grown in semitropical regions. Could
be used in picturesque landscape work.
Linden.—Variously called basswood, whitewood, linn, beetree; is found
intermittently throughout the eastern half of the United States. It is, when
grown, 60 to 90 feet in height and has a spread of 30 to 45 feet. It has large,
smooth leaves and in the spring its flowers are very productive of honey. It
is quick growing but said to be long lived. The American linden (Tilia
americana) is perhaps the most thrifty for a road tree. It can be used
individually and deserves more extensive planting.
Locust.—The name locust seems to have been applied to three distinct
genera of the family Leguminosae. The black locust (Robinia pseudacia) is
a fine appearing tree but in the Middle West is much subject to attack by
borers. In other regions it does not seem to suffer that way. It attains a
height of 50 to 75 feet, and a spread half as great. The honey locust, a little
Page 348
larger tree, 75 to 90 feet high, with a spread of 30 to 40 feet, is less subject
to borer attack, and is one of the hardiest trees for Western Kansas[215]
upland planting. The long compound thorns are sometimes objectionable,
but these may be avoided by selecting only those specimens having no
thorns, for the thorns are frequently absent. As a road tree the honey locust
is worthy of much attention. Another genus of locusts is the ordinary
mesquite (Prosopis juliflora) of the so-called desert regions. They
sometimes grow to 40 or 50 feet in height, sometimes they are a shrub.
They are naturally a dry country plant and should be used in places where
the moisture is scanty. It is said,[216] “The easily agitated foliage cools the
air to a surprising degree.” The “cool shade of the mesquite” is a
characteristic phrase. A valuable tree in its own region. The roots furnish
wood, the pods are filled with a sweetish pulp from which the Indians, it is
said, made “bread, cake, and fermented drink.” “A black dye is obtained
from the sap, and a good mucilage from the gum.”
Magnolia.—See Laurel.
Maple.—One of the best road trees, by some considered superior to Elm.
The hard maple (Acer saccharum), the soft maple (Acer saccharinum), are
the principal American species of the genus, comprising very many, which
grow in the Northern Hemisphere. The Norway maple (Acer platanoides)
similar to the hard or sugar maple, has been imported and is used to a
considerable extent. The hard maple in New York state and the east is a
rapid growing tree; when transplanted to the plains region its growth is very
slow. The Norway maple seems to be more rapid, but that too, is slow in
those regions. Hard maples grow to 70 or 100 or more feet in height with a
spread of nearly the same. When allowed to grow individually and branch
from the ground, they form an oval top nearly as wide as high. The shade is
dense and the numerous branches in winter and heavy foliage in summer
give to the tree a very fine appearance. The leaves turn yellow and scarlet in
the fall giving to the woods a most fascinatingly gorgeous aspect. What has
been said about the hard maple is true in a lesser extent of soft maples. In
the western part of the Mississippi Valley the soft maple is a much more
rapid grower. The height attained is not quite so great, 40 to 90 feet. They
have when allowed room a fine shape sometimes suggesting elm. The
leaves are silvery white beneath, which is why they are sometimes called
silver maple. They do not turn so yellow or so red in autumn as the hard
maple. On the whole a road tree that may be recommended. The red maple
to borer attack, and is one of the hardiest trees for Western Kansas[215]
upland planting. The long compound thorns are sometimes objectionable,
but these may be avoided by selecting only those specimens having no
thorns, for the thorns are frequently absent. As a road tree the honey locust
is worthy of much attention. Another genus of locusts is the ordinary
mesquite (Prosopis juliflora) of the so-called desert regions. They
sometimes grow to 40 or 50 feet in height, sometimes they are a shrub.
They are naturally a dry country plant and should be used in places where
the moisture is scanty. It is said,[216] “The easily agitated foliage cools the
air to a surprising degree.” The “cool shade of the mesquite” is a
characteristic phrase. A valuable tree in its own region. The roots furnish
wood, the pods are filled with a sweetish pulp from which the Indians, it is
said, made “bread, cake, and fermented drink.” “A black dye is obtained
from the sap, and a good mucilage from the gum.”
Magnolia.—See Laurel.
Maple.—One of the best road trees, by some considered superior to Elm.
The hard maple (Acer saccharum), the soft maple (Acer saccharinum), are
the principal American species of the genus, comprising very many, which
grow in the Northern Hemisphere. The Norway maple (Acer platanoides)
similar to the hard or sugar maple, has been imported and is used to a
considerable extent. The hard maple in New York state and the east is a
rapid growing tree; when transplanted to the plains region its growth is very
slow. The Norway maple seems to be more rapid, but that too, is slow in
those regions. Hard maples grow to 70 or 100 or more feet in height with a
spread of nearly the same. When allowed to grow individually and branch
from the ground, they form an oval top nearly as wide as high. The shade is
dense and the numerous branches in winter and heavy foliage in summer
give to the tree a very fine appearance. The leaves turn yellow and scarlet in
the fall giving to the woods a most fascinatingly gorgeous aspect. What has
been said about the hard maple is true in a lesser extent of soft maples. In
the western part of the Mississippi Valley the soft maple is a much more
rapid grower. The height attained is not quite so great, 40 to 90 feet. They
have when allowed room a fine shape sometimes suggesting elm. The
leaves are silvery white beneath, which is why they are sometimes called
silver maple. They do not turn so yellow or so red in autumn as the hard
maple. On the whole a road tree that may be recommended. The red maple
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has been mentioned under the name box elder. The Oregon maple (Acer
macrophyllum) about the same size as the soft maple is one of the most
ornamental broad-leaved trees on the Pacific Coast.
Mulberry.—Red and white, named from the color of the ripe fruit, under
good conditions attain a height of 40 to 60 feet, and are quite ornamental.
The fruit is sweet, lacking in acid, but is liked by the birds and by some
people. A Russian shrub variety is used for low hedges and stands trimming
remarkably well.
Oak.—The oaks not only furnish the finest of building lumber but are
practically all good ornamental trees. The principal reasons they are not
used more are the difficulty of transplanting them and their slow growth.
However, they are well worth the trouble and wait. The oaks, of which there
are some 300 species, are found native in most of the Northern Hemisphere
and in a few places south of the equator. They are usually classified as
white oaks, red oaks and live oaks. They are quite easily distinguished by
the foliage, bark, and general appearance of the trees, but not easily, always,
by the wood. In all cases the fruit is an acorn, an oval or oblongly lanceolate
smooth nut having a thin shell and partly enclosed in a scaly woody cup. A
dozen or more species could be described as good road and park trees, but a
few will suffice. White oak (Quercus alba) is widespread throughout the
north central and eastern United States. It rises to 75 or 100 feet in height
and spreads nearly as much. It is truly a magnificent tree when grown. The
cow oak (Q. michauxii) grows best in a slightly more southern region, is
nearly the same size. The chestnut oak (Q. prinus) is slightly smaller, is
found along the eastern border, has leaves somewhat resembling a chestnut,
and reaches 75 to 80 feet in height. Post oak (Q. minor), still smaller,
inhabits the Gulf states. Bur oak (Q. macrocarpa), one of the largest of the
oaks, extends farthest west and northwest of the eastern oaks. It is
recommended for prairie planting. The red oak, (Q. rubea) best in the
Northeastern states, is found native as far west as Nebraska. It is 90 to 100
feet in height, is rather more upright than the white oaks, the spread not so
great. The pin oak (Q. palustris) has proven itself well adapted for
transplanting. Since it has a straight upright trunk and symmetrical body is a
good street and road tree, at least as far west as Nebraska. The live oaks (Q.
virginiana), (Q. agrifolia), (Q. chrysotepis) do well in the Southern states
and in California. They grow from 50 to 80 feet in height and are evergreen.
macrophyllum) about the same size as the soft maple is one of the most
ornamental broad-leaved trees on the Pacific Coast.
Mulberry.—Red and white, named from the color of the ripe fruit, under
good conditions attain a height of 40 to 60 feet, and are quite ornamental.
The fruit is sweet, lacking in acid, but is liked by the birds and by some
people. A Russian shrub variety is used for low hedges and stands trimming
remarkably well.
Oak.—The oaks not only furnish the finest of building lumber but are
practically all good ornamental trees. The principal reasons they are not
used more are the difficulty of transplanting them and their slow growth.
However, they are well worth the trouble and wait. The oaks, of which there
are some 300 species, are found native in most of the Northern Hemisphere
and in a few places south of the equator. They are usually classified as
white oaks, red oaks and live oaks. They are quite easily distinguished by
the foliage, bark, and general appearance of the trees, but not easily, always,
by the wood. In all cases the fruit is an acorn, an oval or oblongly lanceolate
smooth nut having a thin shell and partly enclosed in a scaly woody cup. A
dozen or more species could be described as good road and park trees, but a
few will suffice. White oak (Quercus alba) is widespread throughout the
north central and eastern United States. It rises to 75 or 100 feet in height
and spreads nearly as much. It is truly a magnificent tree when grown. The
cow oak (Q. michauxii) grows best in a slightly more southern region, is
nearly the same size. The chestnut oak (Q. prinus) is slightly smaller, is
found along the eastern border, has leaves somewhat resembling a chestnut,
and reaches 75 to 80 feet in height. Post oak (Q. minor), still smaller,
inhabits the Gulf states. Bur oak (Q. macrocarpa), one of the largest of the
oaks, extends farthest west and northwest of the eastern oaks. It is
recommended for prairie planting. The red oak, (Q. rubea) best in the
Northeastern states, is found native as far west as Nebraska. It is 90 to 100
feet in height, is rather more upright than the white oaks, the spread not so
great. The pin oak (Q. palustris) has proven itself well adapted for
transplanting. Since it has a straight upright trunk and symmetrical body is a
good street and road tree, at least as far west as Nebraska. The live oaks (Q.
virginiana), (Q. agrifolia), (Q. chrysotepis) do well in the Southern states
and in California. They grow from 50 to 80 feet in height and are evergreen.
Page 350
Q. bicolor, and the scarlet oak, Q. coccinea, are also recommended for
landscape gardening.
Orange.—See Citrus Fruit.
Osage Orange.—Used extensively for hedges, hence the name
sometimes given to it, “hedge.” Fruit resembles an orange. Long thorns.
Wood hard, but checks badly in drying; heart, a beautiful orange, sapwood
yellow. Makes very durable fence posts.
Palm.—Palms come under the division Endogenous, or those that
increase from within. Yuccas, cornstalks, sugar cane, bamboos are other
examples of endogens. There are 1000 or more species of palms. Some of
them are very decorative and in regions where they grow, such as Southern
California and Florida, may be used very effectively for road and park
embellishment. The Washington palm (Washingtonia filifera) grows to a
height of 30 to 60 feet, with a tuft of fan-shaped leaves at the top. Old
leaves die and hang down the tree like a thatched roof. Sometimes these are
trimmed off, leaving a smooth stem nearly the same size all the way up.
They are very effective in producing rows or avenues. Cabbage palmetto
(Sabal palmetto) also has a long stem with a tuft of leaves at the top. The
date palm (Phoenix dactylifera) has been grown quite successfully in
Arizona. Several other species are available.
Pecan.—See Hickory.
Pepper.—Snow[217] states that the California pepper tree or Peruvian
mastic (Schinus molle) was introduced into California from Peru by the
early Spanish missions. It is now a very popular street and road tree. In
general appearance it suggests the drooping foliage of the weeping willow.
It is very irregular and grows to 30 or 50 feet high with a spread nearly as
great. The fine fern-like foliage and the long sprays of rose tinted berries
make it very ornamental. It gives off a pleasant pungent peppery odor, and
it is claimed to have the property of stopping dust, something greatly
needed during the summer season in California.
Pignut.—One of the Hickories, q. v.
Pine.—Nearly forty species of pine are found in the United States. They
have high ornamental qualities and are used extensively in nearly every part
of the country. Except on the great plains, one or more species are to be
found. The different species grow from mere dwarfs to immense trees. For
park purposes the white pine (Pinus strobus), an imported Scotch pine, an
imported Norway pine, and the dwarf mugho have been very popular. (The
landscape gardening.
Orange.—See Citrus Fruit.
Osage Orange.—Used extensively for hedges, hence the name
sometimes given to it, “hedge.” Fruit resembles an orange. Long thorns.
Wood hard, but checks badly in drying; heart, a beautiful orange, sapwood
yellow. Makes very durable fence posts.
Palm.—Palms come under the division Endogenous, or those that
increase from within. Yuccas, cornstalks, sugar cane, bamboos are other
examples of endogens. There are 1000 or more species of palms. Some of
them are very decorative and in regions where they grow, such as Southern
California and Florida, may be used very effectively for road and park
embellishment. The Washington palm (Washingtonia filifera) grows to a
height of 30 to 60 feet, with a tuft of fan-shaped leaves at the top. Old
leaves die and hang down the tree like a thatched roof. Sometimes these are
trimmed off, leaving a smooth stem nearly the same size all the way up.
They are very effective in producing rows or avenues. Cabbage palmetto
(Sabal palmetto) also has a long stem with a tuft of leaves at the top. The
date palm (Phoenix dactylifera) has been grown quite successfully in
Arizona. Several other species are available.
Pecan.—See Hickory.
Pepper.—Snow[217] states that the California pepper tree or Peruvian
mastic (Schinus molle) was introduced into California from Peru by the
early Spanish missions. It is now a very popular street and road tree. In
general appearance it suggests the drooping foliage of the weeping willow.
It is very irregular and grows to 30 or 50 feet high with a spread nearly as
great. The fine fern-like foliage and the long sprays of rose tinted berries
make it very ornamental. It gives off a pleasant pungent peppery odor, and
it is claimed to have the property of stopping dust, something greatly
needed during the summer season in California.
Pignut.—One of the Hickories, q. v.
Pine.—Nearly forty species of pine are found in the United States. They
have high ornamental qualities and are used extensively in nearly every part
of the country. Except on the great plains, one or more species are to be
found. The different species grow from mere dwarfs to immense trees. For
park purposes the white pine (Pinus strobus), an imported Scotch pine, an
imported Norway pine, and the dwarf mugho have been very popular. (The
Page 351
sugar pine (P. lambertiana) grows in the high regions of California, is a fine
tree and has cones 16 to 18 inches long).
Plane Tree.—See Sycamore.
Plum.—Is used in thickets for screening and for its flowers and fruit.
Pissard’s plum has been largely used for ornamental planting. The
American plum (Prunus americana) works well in a general composition
and is very thrifty.
Poplar.—The aspen, cottonwood, and balm of Gilead, have already been
mentioned, one more needs attention, whitewood or tulip tree (Liriodendron
tulipifera), found native in the eastern part of the United States. It is the tree
from which the whitewood of commerce is mostly obtained. It grows to a
height of 90 to 150 feet, and to a diameter of 6 to 12 feet, with a
corresponding wide spread. It has been cut out until it is not particularly
common any more. On account of the wood being soft, without knots, and
free from season checks, the logs were utilized by the Indians for “dugout”
boats. Hough states some were large enough to carry twenty or thirty
persons. This, one of the most useful of American deciduous trees, deserves
more liberal planting.
Quercus.—See Oak.
Redwood.—These trees are native to California. There are two species—
the mammoth trees (Sequoia washingtonia) of which a comparatively few
large specimens remain, and the common redwood (S. sempervirens) which
is now being rapidly cleared off by lumber companies. “Big or mammoth
trees have been measured up to 320 feet in height and 35 feet in diameter”
(Snow). These trees on account of the thick bark, on the large trees some 2
feet, resist fires very well. This is shown by ring counting and investigations
on a fallen tree by Professor Dudley.[218] This tree dated back to 271 years
before the Christian Era and showed that fires had occurred during the years
a.d. 245, 1441, 1580, and 1797. The last fire charred a space 30 feet high
and 18 feet broad, but full recovery had been made. The tree grows rapidly.
Snow states that trees have been known to develop a height of 80 feet and a
diameter of 16 inches in thirty years. In the Mariposa grove, at least
partially under U.S. Forest Reserve, the roads wind about through the great
natural avenues formed by these trees. On account of the great commercial
value of redwood the trees might, in places where they will grow, be
utilized for road planting to encourage their growth by others, and assist the
government in its long-time forest plans.
tree and has cones 16 to 18 inches long).
Plane Tree.—See Sycamore.
Plum.—Is used in thickets for screening and for its flowers and fruit.
Pissard’s plum has been largely used for ornamental planting. The
American plum (Prunus americana) works well in a general composition
and is very thrifty.
Poplar.—The aspen, cottonwood, and balm of Gilead, have already been
mentioned, one more needs attention, whitewood or tulip tree (Liriodendron
tulipifera), found native in the eastern part of the United States. It is the tree
from which the whitewood of commerce is mostly obtained. It grows to a
height of 90 to 150 feet, and to a diameter of 6 to 12 feet, with a
corresponding wide spread. It has been cut out until it is not particularly
common any more. On account of the wood being soft, without knots, and
free from season checks, the logs were utilized by the Indians for “dugout”
boats. Hough states some were large enough to carry twenty or thirty
persons. This, one of the most useful of American deciduous trees, deserves
more liberal planting.
Quercus.—See Oak.
Redwood.—These trees are native to California. There are two species—
the mammoth trees (Sequoia washingtonia) of which a comparatively few
large specimens remain, and the common redwood (S. sempervirens) which
is now being rapidly cleared off by lumber companies. “Big or mammoth
trees have been measured up to 320 feet in height and 35 feet in diameter”
(Snow). These trees on account of the thick bark, on the large trees some 2
feet, resist fires very well. This is shown by ring counting and investigations
on a fallen tree by Professor Dudley.[218] This tree dated back to 271 years
before the Christian Era and showed that fires had occurred during the years
a.d. 245, 1441, 1580, and 1797. The last fire charred a space 30 feet high
and 18 feet broad, but full recovery had been made. The tree grows rapidly.
Snow states that trees have been known to develop a height of 80 feet and a
diameter of 16 inches in thirty years. In the Mariposa grove, at least
partially under U.S. Forest Reserve, the roads wind about through the great
natural avenues formed by these trees. On account of the great commercial
value of redwood the trees might, in places where they will grow, be
utilized for road planting to encourage their growth by others, and assist the
government in its long-time forest plans.
Page 352
Sassafras.—Native to the eastern part of the country is a good looking
tree of small size, rising to a height of 30 to 50 feet with a spread one-third
as great. It has the characteristic sassafras odor, the bark of the roots being
used for medicine. Will mass well. The leaves being some lobed and some
not lobed lend a pleasing variety. Is best in naturalistic planting.
Sequoia.—See Redwood.
Shagbark.—See Hickory.
Spruce.—Perhaps the most important evergreen used in landscape
gardening, sharing that position with the pines. They seem to enjoy long
winters and short summers, hence are well adapted to the Northern states.
As they have a very trim symmetrical shape they can be utilized
exceptionally well in formal planting. They go well also with informal
planting, lending a splotch of green on an otherwise gray winter landscape.
When planted at uniform spacing along an avenue they outline it
exceedingly well without very much obstruction to clear vision if they are
not set close together. The black (Picea nigra) and white (Picea alba)
spruces rise from 40 to 100 feet in height with a compact symmetric conical
shape. The black spruce has the darker foliage. The Colorado blue spruce
(P. parryana) has been much in vogue as an ornamental tree, the new
foliage having a blue tinge. Norway spruce (P. abies) has been used very
largely in ornamental cultivation. The cones are large, 5 to 7 inches, nearly
cylindrical, and the branches droop in artistic fashion. The Sitka Spruce (P.
sichensis) of the Pacific coast region from Alaska to Northern California is
a large tree of great commercial importance, and will grow well on low
grounds.
Sugar Tree.—See Maple.
Sycamore.—The plane tree or buttonwood (Platanus occidentalis) is
found in the central and eastern portion of the United States, best in the
Ohio and Mississippi River basins. It attains a height of 90 to 100 feet, and
a spread of half as much. The outer bark peels off, leaving the inner
exposed in white patches. Its straight, upright trunk and symmetrical form
when allowed free growth ought to commend it for road planting. The fruit
are rough balls about an inch in diameter which dangle in the air like
ornaments on a Christmas tree. The California sycamore (P. racemosa) is a
smaller tree with a poorer quality of wood, but in general appearance
somewhat the same.
Tamarack.—See Larch.
tree of small size, rising to a height of 30 to 50 feet with a spread one-third
as great. It has the characteristic sassafras odor, the bark of the roots being
used for medicine. Will mass well. The leaves being some lobed and some
not lobed lend a pleasing variety. Is best in naturalistic planting.
Sequoia.—See Redwood.
Shagbark.—See Hickory.
Spruce.—Perhaps the most important evergreen used in landscape
gardening, sharing that position with the pines. They seem to enjoy long
winters and short summers, hence are well adapted to the Northern states.
As they have a very trim symmetrical shape they can be utilized
exceptionally well in formal planting. They go well also with informal
planting, lending a splotch of green on an otherwise gray winter landscape.
When planted at uniform spacing along an avenue they outline it
exceedingly well without very much obstruction to clear vision if they are
not set close together. The black (Picea nigra) and white (Picea alba)
spruces rise from 40 to 100 feet in height with a compact symmetric conical
shape. The black spruce has the darker foliage. The Colorado blue spruce
(P. parryana) has been much in vogue as an ornamental tree, the new
foliage having a blue tinge. Norway spruce (P. abies) has been used very
largely in ornamental cultivation. The cones are large, 5 to 7 inches, nearly
cylindrical, and the branches droop in artistic fashion. The Sitka Spruce (P.
sichensis) of the Pacific coast region from Alaska to Northern California is
a large tree of great commercial importance, and will grow well on low
grounds.
Sugar Tree.—See Maple.
Sycamore.—The plane tree or buttonwood (Platanus occidentalis) is
found in the central and eastern portion of the United States, best in the
Ohio and Mississippi River basins. It attains a height of 90 to 100 feet, and
a spread of half as much. The outer bark peels off, leaving the inner
exposed in white patches. Its straight, upright trunk and symmetrical form
when allowed free growth ought to commend it for road planting. The fruit
are rough balls about an inch in diameter which dangle in the air like
ornaments on a Christmas tree. The California sycamore (P. racemosa) is a
smaller tree with a poorer quality of wood, but in general appearance
somewhat the same.
Tamarack.—See Larch.
Page 353
Teak.—A tree of great commercial importance in India and Africa. Has
been transplanted to some extent in the Southern states but not yet
sufficiently numerous to be considered a road tree.
Thorn.—Several members of the Cratægus family are suitable for
landscape planting. Crataegus crus-galli, C. tomentosa, and C. coccinea,
native plants, and the English hawthorn, C. oxyacantha, are all
recommended where small trees are desired.
Tulip Tree.—See Poplar.
Tupelo.—Same as Black or Sour Gum.
Ulmus.—See Elm.
Walnut.—Three species of walnut are used for road trees—black walnut,
butternut, and English (Persian) walnut. The black walnut (Juglans nigra)
makes a handsome tree when allowed to develop individually, from 90 to
125 feet high, and 3 to 8 feet in diameter with a normal spread about one-
half the height of the tree. The edible nuts are the delight of the small boy
and as they are usually gathered up from the ground after they fall their
collection will not injure the tree. The foliage is not very dense and it will
not take away greatly the fertility of neighboring ground hence, makes an
almost ideal road tree. Since the World War, according to Reed[219] it has
been considered a favorite as a memorial tree. Its native habitat is the
eastern half of the United States intermittently from the Atlantic to
Nebraska and Texas, but it thrives when transplanted to the states of Oregon
and Washington and is being used extensively by the State of California as a
road tree. The trees grow well from the nut or they may be transplanted
from a nursery by cutting the tap root one year ahead of transplanting as is
necessary for most nut trees. The butternut (J. cinerea), sometimes called
white walnut, is a very similar tree, a little smaller and has not quite so
extensive a native range. The nuts are not round like the black walnut, but
lanceolate in shape. On the whole the black walnut is the better road tree.
The English walnut (J. regia) is a native of Persia, but is grown very largely
in orchards in California where the annual crop of nuts is more than
20,000,000 pounds. Hardy varieties suitable for more severe climates are
advertised but it is not here recommended that they be planted where
experience has not shown them to thrive. The tree itself is of fine
appearance, and in the warmer climates makes a good road tree.
White Wood.—A name given to trees of various genera. See Basswood,
Poplar.
been transplanted to some extent in the Southern states but not yet
sufficiently numerous to be considered a road tree.
Thorn.—Several members of the Cratægus family are suitable for
landscape planting. Crataegus crus-galli, C. tomentosa, and C. coccinea,
native plants, and the English hawthorn, C. oxyacantha, are all
recommended where small trees are desired.
Tulip Tree.—See Poplar.
Tupelo.—Same as Black or Sour Gum.
Ulmus.—See Elm.
Walnut.—Three species of walnut are used for road trees—black walnut,
butternut, and English (Persian) walnut. The black walnut (Juglans nigra)
makes a handsome tree when allowed to develop individually, from 90 to
125 feet high, and 3 to 8 feet in diameter with a normal spread about one-
half the height of the tree. The edible nuts are the delight of the small boy
and as they are usually gathered up from the ground after they fall their
collection will not injure the tree. The foliage is not very dense and it will
not take away greatly the fertility of neighboring ground hence, makes an
almost ideal road tree. Since the World War, according to Reed[219] it has
been considered a favorite as a memorial tree. Its native habitat is the
eastern half of the United States intermittently from the Atlantic to
Nebraska and Texas, but it thrives when transplanted to the states of Oregon
and Washington and is being used extensively by the State of California as a
road tree. The trees grow well from the nut or they may be transplanted
from a nursery by cutting the tap root one year ahead of transplanting as is
necessary for most nut trees. The butternut (J. cinerea), sometimes called
white walnut, is a very similar tree, a little smaller and has not quite so
extensive a native range. The nuts are not round like the black walnut, but
lanceolate in shape. On the whole the black walnut is the better road tree.
The English walnut (J. regia) is a native of Persia, but is grown very largely
in orchards in California where the annual crop of nuts is more than
20,000,000 pounds. Hardy varieties suitable for more severe climates are
advertised but it is not here recommended that they be planted where
experience has not shown them to thrive. The tree itself is of fine
appearance, and in the warmer climates makes a good road tree.
White Wood.—A name given to trees of various genera. See Basswood,
Poplar.
Page 354
Willow.—Willows may be used in decorative planting to a considerable
extent, especially along banks to keep them from washing and other low
places. The black willow (Salix nigra) grows into an interesting tree with a
rough trunk and long pendulous limbs and narrow lance-shaped leaves. It
resembles in general appearance the pepper trees of California. It should be
used more as a road tree across low bottoms. It grows only 40 to 50 feet
high, but its spread is fully as much, giving it a rounded, ball-shaped top.
Salix regatis, S. alba, S. vitillina aurea, and S. laurifolia are all
recommended for decorative effects.
Yucca.—Many of the yuccas are merely herbaceous plants with beautiful
flowers, but the Joshua tree (Yucca arborescens) grows to be 25 to 40 feet
in height, and two feet in diameter; it is so very ungainly that it is
picturesque.
Shrubs. —Any nursery catalogue will give a wilderness of shrubs from
which a good selection may be made. But the discerning road gardener will
take advantage of the native plants and not only preserve them but so
arrange them along the roadside as to give unity and variety to a complete
stretch of road. We notice the large trees because their size thrust them upon
us, but we are likely to overlook the smaller plants or think of them simply
as weeds to be got rid of. The native wild plants are all too fast
disappearing. Practically the only places where they may now be found are
along the highways and the railways, and in the farther forests where the
cattle have not yet trampled them out. The road man who has a love for
nature in his heart will take interest in preserving for future generations, that
they may know what this land looked like before the hand of man changed
it for better or for worse, these narrow strips of natural loveliness. Then let
the graceful wild flowers and the sturdy shrubs be a connecting link
between the sordid interests of man, symbolized by the hard, hard pavement
and the boundless breadth of God’s goodness exemplified by the abundance
in the vast outspread of fertile fields and the deep and reverent dignity of
the mighty forest.
If nature’s wild flowers and shrubs are selected there will be no need of
artificial fences and pergolas for support or straw and hay covering in the
winter thus losing to the passerby at least one-half the pleasure that Nature
herself can furnish. Nature is liberal and will furnish artistic pleasure the
year around if given a reasonable opportunity to do so.
extent, especially along banks to keep them from washing and other low
places. The black willow (Salix nigra) grows into an interesting tree with a
rough trunk and long pendulous limbs and narrow lance-shaped leaves. It
resembles in general appearance the pepper trees of California. It should be
used more as a road tree across low bottoms. It grows only 40 to 50 feet
high, but its spread is fully as much, giving it a rounded, ball-shaped top.
Salix regatis, S. alba, S. vitillina aurea, and S. laurifolia are all
recommended for decorative effects.
Yucca.—Many of the yuccas are merely herbaceous plants with beautiful
flowers, but the Joshua tree (Yucca arborescens) grows to be 25 to 40 feet
in height, and two feet in diameter; it is so very ungainly that it is
picturesque.
Shrubs. —Any nursery catalogue will give a wilderness of shrubs from
which a good selection may be made. But the discerning road gardener will
take advantage of the native plants and not only preserve them but so
arrange them along the roadside as to give unity and variety to a complete
stretch of road. We notice the large trees because their size thrust them upon
us, but we are likely to overlook the smaller plants or think of them simply
as weeds to be got rid of. The native wild plants are all too fast
disappearing. Practically the only places where they may now be found are
along the highways and the railways, and in the farther forests where the
cattle have not yet trampled them out. The road man who has a love for
nature in his heart will take interest in preserving for future generations, that
they may know what this land looked like before the hand of man changed
it for better or for worse, these narrow strips of natural loveliness. Then let
the graceful wild flowers and the sturdy shrubs be a connecting link
between the sordid interests of man, symbolized by the hard, hard pavement
and the boundless breadth of God’s goodness exemplified by the abundance
in the vast outspread of fertile fields and the deep and reverent dignity of
the mighty forest.
If nature’s wild flowers and shrubs are selected there will be no need of
artificial fences and pergolas for support or straw and hay covering in the
winter thus losing to the passerby at least one-half the pleasure that Nature
herself can furnish. Nature is liberal and will furnish artistic pleasure the
year around if given a reasonable opportunity to do so.
Page 355
Alder.—The green or mountain alder (Alnus virdis), 3 to 8 feet tall. Also
A. incana, a little larger—8 to 20 feet. Adapted to damp soils.
Barberry.—Plant only the Japanese barberry (Berberis thunbergii) as the
common variety has been convicted of carrying the spores of wheat rust.
The barberry has slender graceful branches with fine bright green foliage.
Small yellow flowers in June with berries turning scarlet and remaining on
bushes all winter. Colors up nicely after frost. Three to 5 feet high.
Button Bush, Cephalanthus occidentalis.—Hardy native shrub, 4 to 8 feet
high. Globular heads of white flowers in the spring. Foliage good.
Bush Honeysuckle, Lonicera tartarica.—Four to 10 feet. Upright
somewhat spreading branches; bright green foliage. Flowers freely in May
and June. A good background for smaller shrubs.
Buck Brush, Ceanothus.—North American species of the buckthorn
family. Yellow or blue flowers in terminal clusters, small shrub.
Butterfly Bush, Buddleia Variabilis Magnifica.—This is advertised highly
as an ever bloomer, beginning in early spring and continuing until frost.
Hardy except in extreme Northern states.
Cinque Foil, Potentilla fruticosa.—Three to 4 feet. Hardy native shrub.
Bright yellow flowers.
Cherries, Prunus.—The native plums and cherries are nearly all so small
as to be called shrubs. They are worthy of planting for ornamental purpose.
The sand cherries are natives of the western sandhill regions; P. besseyi, and
P. pumila are excellent. For massing the common chokecherry is one of the
best small trees known, the flowers are beautiful and the fruit is excellent
food for the birds.
Coral Berry, Indian Currant, Symphoricarpus vulgaris.—Common
native shrub, graceful, and holds through the winter bright little red berries.
Two to 3 feet high.
Currant.—See Ribes.
Dogwood, Cornus, several species.—About thirty species distributed
over the Northern Hemisphere. Chiefly shrubs, all hardy and ornamental,
handsome foliage, stems, flowers, and fruits. The unfortunate name
“dogwood” seems to have been fastened upon these beautiful plants
because a decoction of the astringent bark was used to wash mangy dogs.
[220] The dogwoods are mostly shrubs, except three or four species in the
Southern states. Some of the smaller ones were called Kinnikinick[221] by
the Indians, applied to at least the red osier (C. stolonifera) and the silky
A. incana, a little larger—8 to 20 feet. Adapted to damp soils.
Barberry.—Plant only the Japanese barberry (Berberis thunbergii) as the
common variety has been convicted of carrying the spores of wheat rust.
The barberry has slender graceful branches with fine bright green foliage.
Small yellow flowers in June with berries turning scarlet and remaining on
bushes all winter. Colors up nicely after frost. Three to 5 feet high.
Button Bush, Cephalanthus occidentalis.—Hardy native shrub, 4 to 8 feet
high. Globular heads of white flowers in the spring. Foliage good.
Bush Honeysuckle, Lonicera tartarica.—Four to 10 feet. Upright
somewhat spreading branches; bright green foliage. Flowers freely in May
and June. A good background for smaller shrubs.
Buck Brush, Ceanothus.—North American species of the buckthorn
family. Yellow or blue flowers in terminal clusters, small shrub.
Butterfly Bush, Buddleia Variabilis Magnifica.—This is advertised highly
as an ever bloomer, beginning in early spring and continuing until frost.
Hardy except in extreme Northern states.
Cinque Foil, Potentilla fruticosa.—Three to 4 feet. Hardy native shrub.
Bright yellow flowers.
Cherries, Prunus.—The native plums and cherries are nearly all so small
as to be called shrubs. They are worthy of planting for ornamental purpose.
The sand cherries are natives of the western sandhill regions; P. besseyi, and
P. pumila are excellent. For massing the common chokecherry is one of the
best small trees known, the flowers are beautiful and the fruit is excellent
food for the birds.
Coral Berry, Indian Currant, Symphoricarpus vulgaris.—Common
native shrub, graceful, and holds through the winter bright little red berries.
Two to 3 feet high.
Currant.—See Ribes.
Dogwood, Cornus, several species.—About thirty species distributed
over the Northern Hemisphere. Chiefly shrubs, all hardy and ornamental,
handsome foliage, stems, flowers, and fruits. The unfortunate name
“dogwood” seems to have been fastened upon these beautiful plants
because a decoction of the astringent bark was used to wash mangy dogs.
[220] The dogwoods are mostly shrubs, except three or four species in the
Southern states. Some of the smaller ones were called Kinnikinick[221] by
the Indians, applied to at least the red osier (C. stolonifera) and the silky
Page 356
cornel (C. amomum). The highly colored red and purple stems give them a
striking appearance in the winter. In the summer the foliage bright green in
some, grayish green in others, the white flowers and white berries changing
to blue, always prominent even after the foliage has taken on gorgeous
coloring in autumn, makes them stand out prominently from other bushes in
their neighborhood. By all means let the dog-woods be preserved by
planting along not too dry places in our roadways. The species especially
desirable are, in addition to the two mentioned, C. baileyi, C. sericea, C.
mas, C. sanguinea, and C. horida.
Daphne.—D. mezereum, a low shrub, 1 to 3 feet, with rose-colored
flowers. D. cneorum, a hardy evergreen shrub from Europe.
Deutzia.—Not quite hardy in the North. There are several species.
Elder.—The common elder, Sambucus canadensis, is a rapid-growing
plant with ornamental qualities of high rank. Its pinnately compound leaves,
its beautiful little lacy flowers which combine into broad compound cymes
giving them a very showy appearance, and its fruit—small berries in the
same showy cyme bunches—make it worthy the notice of road gardeners.
The golden elders give bright color but are probably freaky. In the South the
Mexican elder (S. mexicana) grows into a tree 30 feet high. Likewise the
pale elder (S. glanca) on the Pacific coast; it is said to grow 50 feet tall in
Oregon. The fruit of the elder is edible; is used for wine and pies.
Exochorda grandiflora.—A shrub bearing white blossoms in spring.
Evergreens.—A number of the evergreens are dwarf or so slow growing
that they may be very effectively used for shrubbing. The arbor vitæ has
been used in hedges. Pines, cedars and spruces are commonly used to
heighten architectural effects.
Fringe Tree, Chionanthus virginica.—A shrub or small tree blossoming
profusely about lilac flowering time. Foliage not particularly good.
Flowering Almond, Amygdalus nana.—A dwarf almond cultivated for its
flowers, imported from Russia. Grows 4 or 5 feet high and in the spring the
slender stems are almost wholly covered with the blossoms.
Flowering Crab.—Nearly every state has the wild crab-apple, which is
hardy and a most beautiful flowering plant when in bloom. The fruit is
usually small and sour, but the early settlers found it fine for jelly, and the
wild tang is delightful. Crab trees have been domesticated so that now
nursery men claim a double flowering crab, extremely beautiful with
fragrant double flowers of delicate pink. The tree is of medium height.
striking appearance in the winter. In the summer the foliage bright green in
some, grayish green in others, the white flowers and white berries changing
to blue, always prominent even after the foliage has taken on gorgeous
coloring in autumn, makes them stand out prominently from other bushes in
their neighborhood. By all means let the dog-woods be preserved by
planting along not too dry places in our roadways. The species especially
desirable are, in addition to the two mentioned, C. baileyi, C. sericea, C.
mas, C. sanguinea, and C. horida.
Daphne.—D. mezereum, a low shrub, 1 to 3 feet, with rose-colored
flowers. D. cneorum, a hardy evergreen shrub from Europe.
Deutzia.—Not quite hardy in the North. There are several species.
Elder.—The common elder, Sambucus canadensis, is a rapid-growing
plant with ornamental qualities of high rank. Its pinnately compound leaves,
its beautiful little lacy flowers which combine into broad compound cymes
giving them a very showy appearance, and its fruit—small berries in the
same showy cyme bunches—make it worthy the notice of road gardeners.
The golden elders give bright color but are probably freaky. In the South the
Mexican elder (S. mexicana) grows into a tree 30 feet high. Likewise the
pale elder (S. glanca) on the Pacific coast; it is said to grow 50 feet tall in
Oregon. The fruit of the elder is edible; is used for wine and pies.
Exochorda grandiflora.—A shrub bearing white blossoms in spring.
Evergreens.—A number of the evergreens are dwarf or so slow growing
that they may be very effectively used for shrubbing. The arbor vitæ has
been used in hedges. Pines, cedars and spruces are commonly used to
heighten architectural effects.
Fringe Tree, Chionanthus virginica.—A shrub or small tree blossoming
profusely about lilac flowering time. Foliage not particularly good.
Flowering Almond, Amygdalus nana.—A dwarf almond cultivated for its
flowers, imported from Russia. Grows 4 or 5 feet high and in the spring the
slender stems are almost wholly covered with the blossoms.
Flowering Crab.—Nearly every state has the wild crab-apple, which is
hardy and a most beautiful flowering plant when in bloom. The fruit is
usually small and sour, but the early settlers found it fine for jelly, and the
wild tang is delightful. Crab trees have been domesticated so that now
nursery men claim a double flowering crab, extremely beautiful with
fragrant double flowers of delicate pink. The tree is of medium height.
Page 357
Golden Bell, Forsythia viridissima, and F. Fortunei bear great quantities
of yellow flowers in early spring. At their best in the Eastern states. F.
syspensa is a weeping or semi-prostrate form.
Hercules Club, Aralia spinosa.—Six to 18 feet high. Its large leaves give
it a somewhat tropical effect.
Hydrangia paniculata grandiflora.—The shrub hydrangeas furnish large
showy white flowers in the autumn after most flowers have gone. Very
effective between the greens of the shrubs and trees and of the grass.
Indian Currant.—See Coral Berry.
Japan Quince, Pyrus japonica.—Cultivated for its brilliant scarlet
flowers in early spring.
Judas Tree.—See Red Bud.
June Berry, Amalanchier canadensis.—Also called service berry (in the
Black Hills, sarvice berry) or shad bush. A slender tree, 6 to 20 feet, with
pretty flowers forming early before the leaves. Fruit, berries, one-third of an
inch in diameter, edible, extremely well liked by the birds. Two other
species, A. oboralis and A. alnifolia, are equally useful as ornamental trees.
The first and second species native in Canada and North Central states; the
third west of the mountains from Alaska to Oregon.
Kerria japonica.—Three to 8 feet. A pretty shrub with slender twigs and
yellow flowers.
Lilac.—The common cultivated lilacs, an important gardening shrub,
belongs to the genus Syringa. They may be used in clumps or in hedges,
and require very little care except to cut them back occasionally and clean
out dead wood. Several fine varieties are now on the market.
Mock Orange.—See Syringa.
Oleaster, Elaeagnus Longipes, E. argentia and E. hortensis.—Sometimes
called wild Olive. Said to have edible fruits.
Pea-Tree, Caragana frutescens, a low shrub bearing yellow pea-like
flowers in spring. C. arborescens, similar, larger.
Plums.—A number of wild plums are very suitable for road planting. In
fact they plant themselves if given an opportunity. Good for massing and
screening. Prunus americana and P. maritima are especially recommended.
Privet.—Hardy shrubby hedge plants. Best adapted for carefully trimmed
low hedges 2 to 3 feet high. Ligustrum vulgare and L. ovalifolium are both
used. For the North Central states it is recommended that “Amoor River”
of yellow flowers in early spring. At their best in the Eastern states. F.
syspensa is a weeping or semi-prostrate form.
Hercules Club, Aralia spinosa.—Six to 18 feet high. Its large leaves give
it a somewhat tropical effect.
Hydrangia paniculata grandiflora.—The shrub hydrangeas furnish large
showy white flowers in the autumn after most flowers have gone. Very
effective between the greens of the shrubs and trees and of the grass.
Indian Currant.—See Coral Berry.
Japan Quince, Pyrus japonica.—Cultivated for its brilliant scarlet
flowers in early spring.
Judas Tree.—See Red Bud.
June Berry, Amalanchier canadensis.—Also called service berry (in the
Black Hills, sarvice berry) or shad bush. A slender tree, 6 to 20 feet, with
pretty flowers forming early before the leaves. Fruit, berries, one-third of an
inch in diameter, edible, extremely well liked by the birds. Two other
species, A. oboralis and A. alnifolia, are equally useful as ornamental trees.
The first and second species native in Canada and North Central states; the
third west of the mountains from Alaska to Oregon.
Kerria japonica.—Three to 8 feet. A pretty shrub with slender twigs and
yellow flowers.
Lilac.—The common cultivated lilacs, an important gardening shrub,
belongs to the genus Syringa. They may be used in clumps or in hedges,
and require very little care except to cut them back occasionally and clean
out dead wood. Several fine varieties are now on the market.
Mock Orange.—See Syringa.
Oleaster, Elaeagnus Longipes, E. argentia and E. hortensis.—Sometimes
called wild Olive. Said to have edible fruits.
Pea-Tree, Caragana frutescens, a low shrub bearing yellow pea-like
flowers in spring. C. arborescens, similar, larger.
Plums.—A number of wild plums are very suitable for road planting. In
fact they plant themselves if given an opportunity. Good for massing and
screening. Prunus americana and P. maritima are especially recommended.
Privet.—Hardy shrubby hedge plants. Best adapted for carefully trimmed
low hedges 2 to 3 feet high. Ligustrum vulgare and L. ovalifolium are both
used. For the North Central states it is recommended that “Amoor River”
Page 358
privet be used as the “California” privet is not altogether hardy. May also be
used for massing.
Raspberry, Rubus odoratus.—The flowering raspberry grows from 3 to 5
feet tall and may be used in clumps for small massing wherever brambles
may be desired.
Red Bud, Judas Tree, Cercis canadensis.—A very striking small tree,
from 10 to 30 feet high, in the early spring when its bright red-purple
flowers appear before the leaves. Very noticeable in the bluffs along the
large rivers where it dots the gray and greening hillsides with splotches of
color. The foliage and bark are also good, so that it is well worthy of note
for roadside planting.
Ribes aureum.—Sometimes called the flowering currant. A very hardy
native, useful for massing. It bears bright yellow flowers, whose spicy
fragrance soon call attention to it when in bloom. Grows from 4 to 7 feet
high and spreads rapidly by suckers. Other species of currant and
gooseberries are valuable for massing.
Rhododendrons.—In the Eastern states as far north as Massachusetts
these ornamental plants are very popular. As a road shrub it could hardly be
used on account of the thieving propensities of some people.
Roses.—The hardy flowering roses in massed groups will give color and
interest to the roadside. The sweet-brier and single prairie rose grow
profusely in the Central West. The ramblers may be used to cover old
fences. The difficulty with most roses is a lack of artistic beauty after they
have ceased flowering. A few have good foliage for massing. In Oregon and
other Coast states the perpetual blooming roses may be utilized.
Shad Bush.—See June Berry.
Snowball.—There are several species and varieties. Viburnum opulus and
its varieties are probably best. Very hardy, good foliage, from 4 to 10 feet
high, and when in bloom in the spring a most impressive sight with each
bunch of blossoms looking like a truly big snowball.
Snowberry.—Similar to the Indian currant, but has white berries. A very
hardy native; blooming in the late summer its berries remain on the bush-
like small pearls until late into the winter. Symphoricarpus racemosus is the
native shrub well worthy of cultivation. Will make its way wild along the
roads if given a chance.
Spice Bush, Calycanthus floridus.—A small shrub bearing spicy flowers.
used for massing.
Raspberry, Rubus odoratus.—The flowering raspberry grows from 3 to 5
feet tall and may be used in clumps for small massing wherever brambles
may be desired.
Red Bud, Judas Tree, Cercis canadensis.—A very striking small tree,
from 10 to 30 feet high, in the early spring when its bright red-purple
flowers appear before the leaves. Very noticeable in the bluffs along the
large rivers where it dots the gray and greening hillsides with splotches of
color. The foliage and bark are also good, so that it is well worthy of note
for roadside planting.
Ribes aureum.—Sometimes called the flowering currant. A very hardy
native, useful for massing. It bears bright yellow flowers, whose spicy
fragrance soon call attention to it when in bloom. Grows from 4 to 7 feet
high and spreads rapidly by suckers. Other species of currant and
gooseberries are valuable for massing.
Rhododendrons.—In the Eastern states as far north as Massachusetts
these ornamental plants are very popular. As a road shrub it could hardly be
used on account of the thieving propensities of some people.
Roses.—The hardy flowering roses in massed groups will give color and
interest to the roadside. The sweet-brier and single prairie rose grow
profusely in the Central West. The ramblers may be used to cover old
fences. The difficulty with most roses is a lack of artistic beauty after they
have ceased flowering. A few have good foliage for massing. In Oregon and
other Coast states the perpetual blooming roses may be utilized.
Shad Bush.—See June Berry.
Snowball.—There are several species and varieties. Viburnum opulus and
its varieties are probably best. Very hardy, good foliage, from 4 to 10 feet
high, and when in bloom in the spring a most impressive sight with each
bunch of blossoms looking like a truly big snowball.
Snowberry.—Similar to the Indian currant, but has white berries. A very
hardy native; blooming in the late summer its berries remain on the bush-
like small pearls until late into the winter. Symphoricarpus racemosus is the
native shrub well worthy of cultivation. Will make its way wild along the
roads if given a chance.
Spice Bush, Calycanthus floridus.—A small shrub bearing spicy flowers.
Page 359
Spirea.—The several species are all very artistic shrubs and worthy of the
popularity which they bear. Can be used as a single bush, in hedges or in
masses. The long graceful bends of the slender stems, reminding one of the
streams of water from a fountain, their beautiful foliage and above all the
foaming flowers in the spring time make them the horticulturist’s favorite.
Spirea van houttei, bridal wreath, is considered to be the best, although S.
prunifolia, and S. Thunbergii have their admirers. S. anthony waterer bears
crimson flowers.
Squawberry.—A local name sometimes given to Indian currant and
snowberry, q. v.
St. Johnswort.—A number of small shrubs of the family Hypericum. H.
aureum has a height of 3 feet and flourishes in the Southern and Western
states. Wild it prefers rocky situations and shady spots. Yellow flowers.
Strawberry Tree, Euonymus atropurpureus.—Also called burning bush.
Hardy in the South. Bright ornamental fruit persists into the winter.
Sumach.—Several species of the family Rhus. They are native over a
wide range and very hardy. The leaves are pinnately compound and hang
down from the top of the stem something like a palm leaf, giving a
suggestion of the tropics. Of about 120 species of Rhus some sixteen are
found in North America; all but four are shrubs. The poison sumach, Rhus
vernix, should never be allowed to grow along the roads as touching the
plant is said to be far worse than handling poison ivy. It grows in wet or
swampy ground and the white berries are in drooping clusters. The
ornamental sumach, R. glabra, is the ordinary common roadway plant, with
its upright fruit clusters persisting late into the winter showing deep red
against a gray or snowy white background. Its foliage is bright and clean
during the summer and turns to rich colors in the autumn. Many ugly spots
can with very little trouble be covered with this harmless roadside friend.
Sweet Gale, Myrica gale, and sweet fern, M. asplenifolia, are native
small shrubs that can be well used in shrubbery border.
Syringa.—Sometimes called mock orange. This shrub grows to about 8
or 12 feet high and on account of its many white flowers in late spring or
early summer is a favorite garden shrub. In shape and fragrance the flowers
resemble orange blossoms. It may be used in clumps, masses or in hedges.
It is very satisfactory because it seldom fails to bloom and has good
appearance afterward. Old wood should be cut out. The best species to plant
are Philadelphus coronarius, P. grandiflorus, and P. gordonianus.
popularity which they bear. Can be used as a single bush, in hedges or in
masses. The long graceful bends of the slender stems, reminding one of the
streams of water from a fountain, their beautiful foliage and above all the
foaming flowers in the spring time make them the horticulturist’s favorite.
Spirea van houttei, bridal wreath, is considered to be the best, although S.
prunifolia, and S. Thunbergii have their admirers. S. anthony waterer bears
crimson flowers.
Squawberry.—A local name sometimes given to Indian currant and
snowberry, q. v.
St. Johnswort.—A number of small shrubs of the family Hypericum. H.
aureum has a height of 3 feet and flourishes in the Southern and Western
states. Wild it prefers rocky situations and shady spots. Yellow flowers.
Strawberry Tree, Euonymus atropurpureus.—Also called burning bush.
Hardy in the South. Bright ornamental fruit persists into the winter.
Sumach.—Several species of the family Rhus. They are native over a
wide range and very hardy. The leaves are pinnately compound and hang
down from the top of the stem something like a palm leaf, giving a
suggestion of the tropics. Of about 120 species of Rhus some sixteen are
found in North America; all but four are shrubs. The poison sumach, Rhus
vernix, should never be allowed to grow along the roads as touching the
plant is said to be far worse than handling poison ivy. It grows in wet or
swampy ground and the white berries are in drooping clusters. The
ornamental sumach, R. glabra, is the ordinary common roadway plant, with
its upright fruit clusters persisting late into the winter showing deep red
against a gray or snowy white background. Its foliage is bright and clean
during the summer and turns to rich colors in the autumn. Many ugly spots
can with very little trouble be covered with this harmless roadside friend.
Sweet Gale, Myrica gale, and sweet fern, M. asplenifolia, are native
small shrubs that can be well used in shrubbery border.
Syringa.—Sometimes called mock orange. This shrub grows to about 8
or 12 feet high and on account of its many white flowers in late spring or
early summer is a favorite garden shrub. In shape and fragrance the flowers
resemble orange blossoms. It may be used in clumps, masses or in hedges.
It is very satisfactory because it seldom fails to bloom and has good
appearance afterward. Old wood should be cut out. The best species to plant
are Philadelphus coronarius, P. grandiflorus, and P. gordonianus.
Page 360
Tamarix or Tamarisk.—A shrub of the genus Tamarix, which has been
imported from the Mediterranean regions. The feathery foliage reminds one
of the cypress vine. The species best adapted to the United States is T.
gallica. It bears pink flowers in late summer. Is good for covering unsightly
banks. May be propagated from cuttings. It will kill out in extreme winters.
Wegelia, Diervilla florida.—Several varieties. Good blooming plants and
usually hardy. Rather poor foliage.
White Alder, Clethra alnifolia.—Native shrub 3 to 10 feet high.
Willow.—Many of the Salix family are shrubby and can be used well in
low places. As they come into foliage early in the spring they are often used
by the landscape artist. The shining twigs and leaves lend variety.
Yucca.—The yuccas may be used effectively with formal plantings, or to
lend variety to naturalesque schemes.
Climbing Plants. —A few climbing plants, perhaps, will be needed to
complete the plan, but they can readily be found in such plants as:
The Wild Grape.—It will grow 50 feet in a season and cover the
nakedness of an old fence or stump with lovely foliage and furnish
quantities of fruit for bird or human consumption.
Ampelopsis quinquefolia.—Another rapid grower, also furnishing beauty
and bird food. A. veitchii and A. englemanii are fine for covering brick and
stone work.
Bittersweet.—Another native climber showing beautiful red berries
throughout the winter.
Clematis.—Several varieties, some of them native, perfectly hardy, such
as Clematis virginiana, not only gives its flowers but extends the pleasure
long into the winter with the “old man’s beard.” C. paniculata is a favorite,
flowering profusely late in the fall.
Honeysuckle, Lonicera.—White, red and yellow are found. L.
sempervirens will be satisfactory for roadside work.
Trumpet Creeper.—A hardy rapidly growing vine with large trumpet-
shaped red flowers.
Wistaria.—A rapid growing favorite with large spike like flowers,
violently purple.
There are a number of other climbers available. The hop vine is a good
grower, coming up year after year from the root. The several morning
glories, from the old fashioned white that was the bane of the corn
imported from the Mediterranean regions. The feathery foliage reminds one
of the cypress vine. The species best adapted to the United States is T.
gallica. It bears pink flowers in late summer. Is good for covering unsightly
banks. May be propagated from cuttings. It will kill out in extreme winters.
Wegelia, Diervilla florida.—Several varieties. Good blooming plants and
usually hardy. Rather poor foliage.
White Alder, Clethra alnifolia.—Native shrub 3 to 10 feet high.
Willow.—Many of the Salix family are shrubby and can be used well in
low places. As they come into foliage early in the spring they are often used
by the landscape artist. The shining twigs and leaves lend variety.
Yucca.—The yuccas may be used effectively with formal plantings, or to
lend variety to naturalesque schemes.
Climbing Plants. —A few climbing plants, perhaps, will be needed to
complete the plan, but they can readily be found in such plants as:
The Wild Grape.—It will grow 50 feet in a season and cover the
nakedness of an old fence or stump with lovely foliage and furnish
quantities of fruit for bird or human consumption.
Ampelopsis quinquefolia.—Another rapid grower, also furnishing beauty
and bird food. A. veitchii and A. englemanii are fine for covering brick and
stone work.
Bittersweet.—Another native climber showing beautiful red berries
throughout the winter.
Clematis.—Several varieties, some of them native, perfectly hardy, such
as Clematis virginiana, not only gives its flowers but extends the pleasure
long into the winter with the “old man’s beard.” C. paniculata is a favorite,
flowering profusely late in the fall.
Honeysuckle, Lonicera.—White, red and yellow are found. L.
sempervirens will be satisfactory for roadside work.
Trumpet Creeper.—A hardy rapidly growing vine with large trumpet-
shaped red flowers.
Wistaria.—A rapid growing favorite with large spike like flowers,
violently purple.
There are a number of other climbers available. The hop vine is a good
grower, coming up year after year from the root. The several morning
glories, from the old fashioned white that was the bane of the corn
Page 361
cultivator and the purple glory our grandmothers loved to the Japanese
variety and the moon flower, are all good in place.
There is not time to go into the wealth of hardy perennial flowers, and the
annuals which seed themselves, nor the grasses that may be utilized. The
author would refer those who are interested to works on landscape
gardening and horticulture. For a brief discussion of “the principles
governing outdoor art with sundry suggestions for their application in the
commoner problems of gardening,” see “Landscape Gardening,” by F. A.
Waugh, Orange Judd Company, New York.
Semi-Formal Style. —In what precedes much has been said about
beautifying the highway by proper planting. Perhaps one of the nicest and
most ornamental pieces of road is that with a single row of trees, uniformly
set and of uniform size, down each side; the grass from the roadway out
neatly clipped; and the edge of the roadway where it joins the ditch a
distinct line parallel to the road center line. This is the geometrical or formal
style fully carried out. Hard maples set, say, 75 feet apart will give
satisfactory results. For long level stretches the Lombardy poplar will give a
pleasing variety to the landscape. Careful attention to the small details of
keeping the road surface well smoothed, the side lines straight and the grass
and weeds mowed, will add wonderfully to the pleasure of traveling on any
highway. It is not the intention to have the grass smoothed with a lawn
mower—however, with the horse-drawn and motor driven mowers now
available that would not be impossible, and the road would look all the
better for such clipping—but to have it mowed two or three times a season
to give the grass a chance to overcome ugly weeds. For this reason the side
ditches should be as wide and shallow as possible in order that they might
grow grass on their bottoms and the mowing be done with a machine.
Telephone and Other Poles. —The matter of telephone, telegraph,
electric light, and other poles is one that will bother. Telephone companies
pay no more and not as much directly for the use of the highway as do
trucks, but upon the theory that telephone communication is necessary for
the transaction of community business and for the general dissemination of
information, and from the further fact that any charge made for the use of
the right of way would be passed on to the public as a sort of indirect tax,
they are in most states allowed to set their poles along the roadside. The
poles are more or less unsightly and as far as the beauty of the highway is
variety and the moon flower, are all good in place.
There is not time to go into the wealth of hardy perennial flowers, and the
annuals which seed themselves, nor the grasses that may be utilized. The
author would refer those who are interested to works on landscape
gardening and horticulture. For a brief discussion of “the principles
governing outdoor art with sundry suggestions for their application in the
commoner problems of gardening,” see “Landscape Gardening,” by F. A.
Waugh, Orange Judd Company, New York.
Semi-Formal Style. —In what precedes much has been said about
beautifying the highway by proper planting. Perhaps one of the nicest and
most ornamental pieces of road is that with a single row of trees, uniformly
set and of uniform size, down each side; the grass from the roadway out
neatly clipped; and the edge of the roadway where it joins the ditch a
distinct line parallel to the road center line. This is the geometrical or formal
style fully carried out. Hard maples set, say, 75 feet apart will give
satisfactory results. For long level stretches the Lombardy poplar will give a
pleasing variety to the landscape. Careful attention to the small details of
keeping the road surface well smoothed, the side lines straight and the grass
and weeds mowed, will add wonderfully to the pleasure of traveling on any
highway. It is not the intention to have the grass smoothed with a lawn
mower—however, with the horse-drawn and motor driven mowers now
available that would not be impossible, and the road would look all the
better for such clipping—but to have it mowed two or three times a season
to give the grass a chance to overcome ugly weeds. For this reason the side
ditches should be as wide and shallow as possible in order that they might
grow grass on their bottoms and the mowing be done with a machine.
Telephone and Other Poles. —The matter of telephone, telegraph,
electric light, and other poles is one that will bother. Telephone companies
pay no more and not as much directly for the use of the highway as do
trucks, but upon the theory that telephone communication is necessary for
the transaction of community business and for the general dissemination of
information, and from the further fact that any charge made for the use of
the right of way would be passed on to the public as a sort of indirect tax,
they are in most states allowed to set their poles along the roadside. The
poles are more or less unsightly and as far as the beauty of the highway is
Page 362
concerned it would be better if they could be removed. In cities and villages
the wires are being carried in cables and in many places under ground.
“The Ideal Section.” —The so-called ideal section of pavement being
sponsored by the Lincoln Highway Association, located about 40 miles
south of Chicago, between Dyer and Schererville, Lake County, Indiana, is
to have all pole lines and other unsightly features removed, that the natural
beauty of the right of way may be enhanced. A prominent landscape
gardener has made extensive studies of the land and natural features, it
being in a wooded country, and has developed a plan of beautification
which will be worked out along the roadside. The general specifications of
the “Ideal Section” calls for 40 feet of concrete paving, 10 inches thick and
reinforced with steel in such a manner that it is hoped to prevent cracking.
Shoulders of 5 feet on each side will make the used roadway 50 feet wide.
It is to be placed in the middle of a 100-foot right of way, allowing 25 feet
each side for landscape gardening. The plans for the “Ideal Section” follow
the advice of a highly trained technical committee of road engineers and
road enthusiasts, and while they do not claim this represents the ultimate in
highways, the Association believes an attempt should be made to crystallize
the ideas of the foremost highway authorities of the country into a tangible
expression of the ideal, even though the expression must lack perfection.
Of course, it is not possible that all roads in the country can be made
“ideal sections.” Nor even can telephone poles be banished from the right of
way. To do this, no matter how desirable it might be from an esthetic
standpoint, is impracticable at the present time. It would not only be a very
great hardship to the pole-using companies but the expense of removal and
the cost of new right of way, or, if they be forced under ground, the cost of
conduits, cables, and installation would become a part of the capital
investment on which dividends must be earned. Since this would not bring
extra business it would be passed on to the public by increased rates. As “it
is a condition and not a theory that confronts us,” we must make the best of
it and design the roadside treatment with the poles and wires as a part of it.
Location of Poles. —In prairie district where there are no trees to
interfere it is customary to set the poles either on the fence line or half the
length of the cross-arms into the right of way. In case there are high hedges,
trees or other obstructions, the poles are set near the side ditch, and trolley
poles often on the very edge of the traveled roadway. On the whole it would
seem best in most places to set the poles just outside of the ditch, leaving if
the wires are being carried in cables and in many places under ground.
“The Ideal Section.” —The so-called ideal section of pavement being
sponsored by the Lincoln Highway Association, located about 40 miles
south of Chicago, between Dyer and Schererville, Lake County, Indiana, is
to have all pole lines and other unsightly features removed, that the natural
beauty of the right of way may be enhanced. A prominent landscape
gardener has made extensive studies of the land and natural features, it
being in a wooded country, and has developed a plan of beautification
which will be worked out along the roadside. The general specifications of
the “Ideal Section” calls for 40 feet of concrete paving, 10 inches thick and
reinforced with steel in such a manner that it is hoped to prevent cracking.
Shoulders of 5 feet on each side will make the used roadway 50 feet wide.
It is to be placed in the middle of a 100-foot right of way, allowing 25 feet
each side for landscape gardening. The plans for the “Ideal Section” follow
the advice of a highly trained technical committee of road engineers and
road enthusiasts, and while they do not claim this represents the ultimate in
highways, the Association believes an attempt should be made to crystallize
the ideas of the foremost highway authorities of the country into a tangible
expression of the ideal, even though the expression must lack perfection.
Of course, it is not possible that all roads in the country can be made
“ideal sections.” Nor even can telephone poles be banished from the right of
way. To do this, no matter how desirable it might be from an esthetic
standpoint, is impracticable at the present time. It would not only be a very
great hardship to the pole-using companies but the expense of removal and
the cost of new right of way, or, if they be forced under ground, the cost of
conduits, cables, and installation would become a part of the capital
investment on which dividends must be earned. Since this would not bring
extra business it would be passed on to the public by increased rates. As “it
is a condition and not a theory that confronts us,” we must make the best of
it and design the roadside treatment with the poles and wires as a part of it.
Location of Poles. —In prairie district where there are no trees to
interfere it is customary to set the poles either on the fence line or half the
length of the cross-arms into the right of way. In case there are high hedges,
trees or other obstructions, the poles are set near the side ditch, and trolley
poles often on the very edge of the traveled roadway. On the whole it would
seem best in most places to set the poles just outside of the ditch, leaving if
Page 363
possible the extreme edge for the planting of trees and shrubs. Neither poles
nor trees should be set on the middle of the space between the edge of the
ditch and the right-of-way boundary. In either case the limbs of the trees
and the wires will interfere and the wiremen will hack the trees and leave
them unsightly. In some states an attempt is made to prevent this and other
vandalism by legal enactment, making it unlawful to cut any trees on the
right of way without express permission of the highway commissioner.
No definite fixed rule can be made for the position of the poles. It is a
problem to make the best of them. Also having once been set the pole
owners may refuse to reset them, and it might be difficult to get courts to
see the necessity of doing so. Therefore the landscape gardener will have to
make his design with reference to them or, in cooperation with the pole
users, get them changed. In the design natural condition should be
preserved as far as possible. It might be wanted rightly to preserve large
trees standing near the roadway; this would force poles to the fence line.
When the poles are thus placed on the right-of-way boundary it may be
necessary for the company to secure an easement from the owner of
adjacent property. The highway officials, no doubt, under such
circumstances would coöperate with the company in securing it.
By considering the poles as a part of the formal or semi-formal treatment
of the roadside, having them arranged uniformly as to setting, distance,
height, and length of cross-arms, they will not appear very ugly and even
may unite interestingly, at least, with the landscape. Trees may be trained
and pruned so that their branches will be above the wires, and shrubs may
be grown below them. Anyway, the wires look like business.
Legislation. —Michigan, California, Maryland, Massachusetts, New
Jersey, New York, Oregon, Pennsylvania, Washington, and possibly other
states have legislation covering some or all features that have been
mentioned for improving and making attractive the appearance of the
highway. Other states require property owners to mow the roadside abutting
their land each year before weed seeds ripen, but this is not for the purpose
of beautifying the roadway. The laws of Michigan provide for the planting
and care of trees along state trunk line roads and national aid roads and
allow counties and smaller political divisions to appropriate funds for this
purpose. The injury or cutting of trees without authority from proper road
officials is made a misdemeanor. Arrangements are also made for the
Agricultural College to furnish trees and advice for roadside planting.
nor trees should be set on the middle of the space between the edge of the
ditch and the right-of-way boundary. In either case the limbs of the trees
and the wires will interfere and the wiremen will hack the trees and leave
them unsightly. In some states an attempt is made to prevent this and other
vandalism by legal enactment, making it unlawful to cut any trees on the
right of way without express permission of the highway commissioner.
No definite fixed rule can be made for the position of the poles. It is a
problem to make the best of them. Also having once been set the pole
owners may refuse to reset them, and it might be difficult to get courts to
see the necessity of doing so. Therefore the landscape gardener will have to
make his design with reference to them or, in cooperation with the pole
users, get them changed. In the design natural condition should be
preserved as far as possible. It might be wanted rightly to preserve large
trees standing near the roadway; this would force poles to the fence line.
When the poles are thus placed on the right-of-way boundary it may be
necessary for the company to secure an easement from the owner of
adjacent property. The highway officials, no doubt, under such
circumstances would coöperate with the company in securing it.
By considering the poles as a part of the formal or semi-formal treatment
of the roadside, having them arranged uniformly as to setting, distance,
height, and length of cross-arms, they will not appear very ugly and even
may unite interestingly, at least, with the landscape. Trees may be trained
and pruned so that their branches will be above the wires, and shrubs may
be grown below them. Anyway, the wires look like business.
Legislation. —Michigan, California, Maryland, Massachusetts, New
Jersey, New York, Oregon, Pennsylvania, Washington, and possibly other
states have legislation covering some or all features that have been
mentioned for improving and making attractive the appearance of the
highway. Other states require property owners to mow the roadside abutting
their land each year before weed seeds ripen, but this is not for the purpose
of beautifying the roadway. The laws of Michigan provide for the planting
and care of trees along state trunk line roads and national aid roads and
allow counties and smaller political divisions to appropriate funds for this
purpose. The injury or cutting of trees without authority from proper road
officials is made a misdemeanor. Arrangements are also made for the
Agricultural College to furnish trees and advice for roadside planting.
Page 364
The laws of Michigan contemplate first a formal application by the
counties for roadside improvement, then the plans are made by the staff of
the Agricultural College. The necessary trees and shrubs will be obtained
from the Agricultural College, or from local sources; nearby groves often
furnishing all that are necessary, and the owners are willing to donate them
for thinning often betters their own property. In other cases automobile
clubs and other local organizations pay for them.
Local Conditions Determine Planning. —It cannot be too much
emphasized that local conditions must determine the planning. The soil and
topography, the future development of the roadway for the probable amount
of traffic it is to carry, are all factors that should be considered. Neither
must the planting be so profuse that the roadway is hemmed in with no
lookout. Vision of the interesting points of view as well as vision along the
highway itself must not be obstructed. Long vistas of fields, of hills and
valleys, of mountain peaks and ranges, of lakes and rivers, are more
interesting usually than all the planting that could be made on the right of
way. Long, straight rows of trees uniformly spaced, while excellent in some
places, might if continued too far become monotonous. Fit the planting to
the landscape; possibly a clump here a clump there, or a small grove
leading up a draw on land unfit for farming may be arranged in coöperation
with the owner. Woodland should be purchased and parks prepared for
picnics and outings. Massachusetts has done much in this way. The
Government invites the public to make use of the National Parks and
National Forest Reserves, but they are too far away from most people to fill
an every-day want, therefore a need of local road beautification and
roadside parks.
“Cover up ugliness and leave beauty,” is a good slogan, and it must not
be thought to be inapplicable upon our home roads. But season everything
with reason. A bold rock jutting out may be more interesting than the same
rock covered with ivy. Appropriateness and fitness are fully as essential as
beauty alone. So a bold line setting out clearly the safe boundary of the road
may be more fitting than any attempt to harmonize the road with its
surroundings. Good judgment and a sense of artistic fitness are the key to
road esthetics.
SELECTED REFERENCES
counties for roadside improvement, then the plans are made by the staff of
the Agricultural College. The necessary trees and shrubs will be obtained
from the Agricultural College, or from local sources; nearby groves often
furnishing all that are necessary, and the owners are willing to donate them
for thinning often betters their own property. In other cases automobile
clubs and other local organizations pay for them.
Local Conditions Determine Planning. —It cannot be too much
emphasized that local conditions must determine the planning. The soil and
topography, the future development of the roadway for the probable amount
of traffic it is to carry, are all factors that should be considered. Neither
must the planting be so profuse that the roadway is hemmed in with no
lookout. Vision of the interesting points of view as well as vision along the
highway itself must not be obstructed. Long vistas of fields, of hills and
valleys, of mountain peaks and ranges, of lakes and rivers, are more
interesting usually than all the planting that could be made on the right of
way. Long, straight rows of trees uniformly spaced, while excellent in some
places, might if continued too far become monotonous. Fit the planting to
the landscape; possibly a clump here a clump there, or a small grove
leading up a draw on land unfit for farming may be arranged in coöperation
with the owner. Woodland should be purchased and parks prepared for
picnics and outings. Massachusetts has done much in this way. The
Government invites the public to make use of the National Parks and
National Forest Reserves, but they are too far away from most people to fill
an every-day want, therefore a need of local road beautification and
roadside parks.
“Cover up ugliness and leave beauty,” is a good slogan, and it must not
be thought to be inapplicable upon our home roads. But season everything
with reason. A bold rock jutting out may be more interesting than the same
rock covered with ivy. Appropriateness and fitness are fully as essential as
beauty alone. So a bold line setting out clearly the safe boundary of the road
may be more fitting than any attempt to harmonize the road with its
surroundings. Good judgment and a sense of artistic fitness are the key to
road esthetics.
SELECTED REFERENCES
Page 365
Boehler, C. F., “The Appearance of our Highways,” Good Roads, Vol. LXII, p. 205; “Selection,
Arrangement and Planting of Roadside Trees,” Engineering and Contracting, Vo. LVIII, pp.
233-234.
Bryant, Ralph C., “Logging,” John Wiley & Sons, New York.
Dame, L. L. and Brooks, Henry, “Trees of New England,” Ginn & Company, New York.
Dudley, Wm. R. Report to the U. S. Senate through Senator O. H. Platt, of the record obtained by
counting concentric rings of a felled sequoia tree, Senate Document 156, Vol. V, 58th Congress.
Fernow, B. E., “The Care of Tree in Lawn, Street and Park,” Henry Holt & Co., New York.
Going, Maud, “Our Field and Forest Trees.” A. C. McClurg & Co., Chicago.
Hough, Romeyn B., “Handbook of the Trees of the Northern U. S. and Canada, East of the Rocky
Mountains.” Hough, Romeyn B., Lowville, N. Y.
Kellogg, R. S., “The Lumber Industry.” Ronald Press Company, New York.
Lincoln Highway, Ideal Section of, Engineering and Contracting, Vol. LVI, pp. 537-538.
Muir, John, “Our National Parks.” Houghton Mifflin Co., Boston.
Parkhurst, H. E., “Trees, Shrubs and Vines of the Northeastern United States.” Charles Scribner’s
Sons, New York.
Reed, C. A., “Useful Trees for Roadside Planting,” A paper before the Michigan Good Roads
Association, 1921, Good Roads, Vol. LXI, pp. 173-176.
Rogers, Julia, E., “The Tree Book,” in “New Nature Library,” Doubleday, Page & Co., New York,
1914.
Sargent, Charles Sprague, “Trees and Shrubs.” Vols. I and II, 4 Parts to a Volume. Houghton
Mifflin Co., Boston.
Snow, C. H., “The Principal Species of Wood,” John Wiley & Sons, New York.
Solotaroff, William, “Shade Trees in Towns and Cities.” John Wiley & Sons, New York.
“Trees for City Streets,” Public Works, Vol. LIII, p. 63.
Waugh, F. A., “Landscape Gardening,” Orange Judd Company, New York.
FOOTNOTES
[212] In a paper presented, 1921, at the meeting of the Michigan State Good Roads
Association.
[213] “The Principal Species of Wood,” by C. H. Snow, Wiley & Sons, New York.
[214] “Useful Trees for Roadside Planting,” a paper before the Michigan State Good Roads
Association, 1921.
[215] “Forestry and Irrigation,” August, 1903.
[216] Snow: “The Principal Species of Wood.” 2d Ed., Wiley & Sons, N. Y.
[217] Op. cit.
[218] Congressional Record, Senate Doc. 156, Vol. V, 58th Cong.
[219] Op. cit.
Arrangement and Planting of Roadside Trees,” Engineering and Contracting, Vo. LVIII, pp.
233-234.
Bryant, Ralph C., “Logging,” John Wiley & Sons, New York.
Dame, L. L. and Brooks, Henry, “Trees of New England,” Ginn & Company, New York.
Dudley, Wm. R. Report to the U. S. Senate through Senator O. H. Platt, of the record obtained by
counting concentric rings of a felled sequoia tree, Senate Document 156, Vol. V, 58th Congress.
Fernow, B. E., “The Care of Tree in Lawn, Street and Park,” Henry Holt & Co., New York.
Going, Maud, “Our Field and Forest Trees.” A. C. McClurg & Co., Chicago.
Hough, Romeyn B., “Handbook of the Trees of the Northern U. S. and Canada, East of the Rocky
Mountains.” Hough, Romeyn B., Lowville, N. Y.
Kellogg, R. S., “The Lumber Industry.” Ronald Press Company, New York.
Lincoln Highway, Ideal Section of, Engineering and Contracting, Vol. LVI, pp. 537-538.
Muir, John, “Our National Parks.” Houghton Mifflin Co., Boston.
Parkhurst, H. E., “Trees, Shrubs and Vines of the Northeastern United States.” Charles Scribner’s
Sons, New York.
Reed, C. A., “Useful Trees for Roadside Planting,” A paper before the Michigan Good Roads
Association, 1921, Good Roads, Vol. LXI, pp. 173-176.
Rogers, Julia, E., “The Tree Book,” in “New Nature Library,” Doubleday, Page & Co., New York,
1914.
Sargent, Charles Sprague, “Trees and Shrubs.” Vols. I and II, 4 Parts to a Volume. Houghton
Mifflin Co., Boston.
Snow, C. H., “The Principal Species of Wood,” John Wiley & Sons, New York.
Solotaroff, William, “Shade Trees in Towns and Cities.” John Wiley & Sons, New York.
“Trees for City Streets,” Public Works, Vol. LIII, p. 63.
Waugh, F. A., “Landscape Gardening,” Orange Judd Company, New York.
FOOTNOTES
[212] In a paper presented, 1921, at the meeting of the Michigan State Good Roads
Association.
[213] “The Principal Species of Wood,” by C. H. Snow, Wiley & Sons, New York.
[214] “Useful Trees for Roadside Planting,” a paper before the Michigan State Good Roads
Association, 1921.
[215] “Forestry and Irrigation,” August, 1903.
[216] Snow: “The Principal Species of Wood.” 2d Ed., Wiley & Sons, N. Y.
[217] Op. cit.
[218] Congressional Record, Senate Doc. 156, Vol. V, 58th Cong.
[219] Op. cit.
Page 366
[220] New Nature Library, Vol. III, p. 411, “The Tree Book,” by Julia E. Rogers. Doubleday,
Page & Co., New York, 1914.
[221] This Indian word seems to have been applied to many plants the leaves or bark of
which was used for smoking.
Page & Co., New York, 1914.
[221] This Indian word seems to have been applied to many plants the leaves or bark of
which was used for smoking.
Page 367
CHAPTER XIII
AIDS AND ATTRACTIONS TO TRAFFIC AND TRAVEL
It is a well-recognized fact that pleasure riding constitutes by far the greater
part of automobile riding. With ten million pleasure cars and two million trucks
that is obvious, notwithstanding every pleasure car is used more or less for
business.
Assuming that the pleasure cars average 3000 miles per year each, a
conservative estimate, and that two-thirds of this is purely for pleasure,[222] and
that the average number of passengers is 21⁄2, there results the almost
inconceivable number of fifty billion passenger miles. If one person did all that
traveling he would have to circle the earth two million times, or about one
circuit every quarter of a minute. Each of the hundred million people in the
United States, therefore, joy rides annually to the extent of 500 miles, at an
expense of about $50, one-fourth of which is for gasoline and oil. Or, stating it
another way the expense of this pleasure, recreation, outing, release from
business cares, is about $1 per week per person.[223]
This hardly seems to be too much for the returns received, but if it is it
cannot be helped. The automobile is here. It is here to stay. It is going to be
used more and more. And economy is not the most stimulating element toward
its use. Like the telephone, it is rapidly being emancipated from the luxury class
and is establishing itself among the necessaries.
This being true, the road must not only be made usable in an economic sense
but must also cater to the comfort and pleasure of the user. “Make business a
pleasure and pleasure is business.” This means new developments not only in
the road construction, surfacing, maintenance, but in the many other things that
always follow improvements. The road was made smooth and hard and level
because larger loads at less expense could be hauled; they were widened and
the curves flattened that there might be more speed, thus cutting down the cost
of transportation. All these things came along as a matter of economy, but at the
same time they brought increased safety and much pleasure to the traveler. Now
the beautification of the highway, discussed in the last chapter, while primarily
for pleasure, has been found to increase the use of the road and bring money in
new ways to the pockets of many. The beautiful and the scenic are truly
economic assets of great worth. California will realize many times over from
the tourist traffic alone the cost of her wonderful roads. The famous Columbia
River Highway will return to Oregon again and again its cost through tourists
AIDS AND ATTRACTIONS TO TRAFFIC AND TRAVEL
It is a well-recognized fact that pleasure riding constitutes by far the greater
part of automobile riding. With ten million pleasure cars and two million trucks
that is obvious, notwithstanding every pleasure car is used more or less for
business.
Assuming that the pleasure cars average 3000 miles per year each, a
conservative estimate, and that two-thirds of this is purely for pleasure,[222] and
that the average number of passengers is 21⁄2, there results the almost
inconceivable number of fifty billion passenger miles. If one person did all that
traveling he would have to circle the earth two million times, or about one
circuit every quarter of a minute. Each of the hundred million people in the
United States, therefore, joy rides annually to the extent of 500 miles, at an
expense of about $50, one-fourth of which is for gasoline and oil. Or, stating it
another way the expense of this pleasure, recreation, outing, release from
business cares, is about $1 per week per person.[223]
This hardly seems to be too much for the returns received, but if it is it
cannot be helped. The automobile is here. It is here to stay. It is going to be
used more and more. And economy is not the most stimulating element toward
its use. Like the telephone, it is rapidly being emancipated from the luxury class
and is establishing itself among the necessaries.
This being true, the road must not only be made usable in an economic sense
but must also cater to the comfort and pleasure of the user. “Make business a
pleasure and pleasure is business.” This means new developments not only in
the road construction, surfacing, maintenance, but in the many other things that
always follow improvements. The road was made smooth and hard and level
because larger loads at less expense could be hauled; they were widened and
the curves flattened that there might be more speed, thus cutting down the cost
of transportation. All these things came along as a matter of economy, but at the
same time they brought increased safety and much pleasure to the traveler. Now
the beautification of the highway, discussed in the last chapter, while primarily
for pleasure, has been found to increase the use of the road and bring money in
new ways to the pockets of many. The beautiful and the scenic are truly
economic assets of great worth. California will realize many times over from
the tourist traffic alone the cost of her wonderful roads. The famous Columbia
River Highway will return to Oregon again and again its cost through tourists
Page 368
and other pleasure riders attracted to it as bees to sweets by the lure of its scenic
vistas. Standing upon the streets of my home city it is an unusual day if I do not
see license tags from a half dozen states within a few minutes, sometimes
ranging from coast to coast and from the Great Lakes to the Gulf.
Think what it means to a community to have all these people pass through it.
If they have good roads to travel upon, few hardships and a hospitable
treatment along the way, they are bound to feel kindly toward the community,
speak well of it when they go home. This, unintentionally perhaps, suggests to
others to travel over the same roads, and some, no doubt, will return for the
purpose of taking up their abode in a community so hospitable and up to date in
its activities. If there are factories that make articles for sale the traveler having
seen their signs and buildings as he passes by feels a kindly interest in them
ever after. The manufactories, the stores, wholesale and retail, the farms, and all
others will directly or indirectly benefit from the travel and interchange of
social courtesies brought about by it.
The direct sale of goods and supplies, the sums spent at garages and hotels
constitute a very small part of the benefits received from those who use the
roads, yet it is by no means negligible, for “many mickles make a muckle.” It
may be sordid to think of the money brought in by these persons, and taken out
in almost equal amounts by our own travelers, but the money certainly is put
into circulation and flows from those who have more to those who have less,
balancing, as the rains do the rivers, the backward flow through various
channels from those who have less to those who have more. If the
transportation of commodities and goods from market to market over the
country can be likened to the life blood of the human body, then the passage of
citizens from place to place is like the lymphatic circulation repairing wastes
due to ambition, greed, and ignorance.
Ranking and Parking. —Frequently the things which will attract the
motorist are those which also prevent accidents, which cause vehicles to
interfere with each other as little as possible, relieve congestion, which make it
easier for the stranger to find his way, as well as make it more pleasant and
more comfortable for passenger and driver. All road regulations might be
considered under the heading of conveniences and comforts, for they all tend to
make traveling more safe and pleasant. Of arrangements of this character the
first to be discussed will be ranking and parking.
Ranking is defined by the “General Traffic Regulations of the Council of
National Defense, U. S. A.” as “standing vehicles behind one another parallel
with the curb,” and parking as “standing vehicles along side one another at an
angle to curb.”[224]
vistas. Standing upon the streets of my home city it is an unusual day if I do not
see license tags from a half dozen states within a few minutes, sometimes
ranging from coast to coast and from the Great Lakes to the Gulf.
Think what it means to a community to have all these people pass through it.
If they have good roads to travel upon, few hardships and a hospitable
treatment along the way, they are bound to feel kindly toward the community,
speak well of it when they go home. This, unintentionally perhaps, suggests to
others to travel over the same roads, and some, no doubt, will return for the
purpose of taking up their abode in a community so hospitable and up to date in
its activities. If there are factories that make articles for sale the traveler having
seen their signs and buildings as he passes by feels a kindly interest in them
ever after. The manufactories, the stores, wholesale and retail, the farms, and all
others will directly or indirectly benefit from the travel and interchange of
social courtesies brought about by it.
The direct sale of goods and supplies, the sums spent at garages and hotels
constitute a very small part of the benefits received from those who use the
roads, yet it is by no means negligible, for “many mickles make a muckle.” It
may be sordid to think of the money brought in by these persons, and taken out
in almost equal amounts by our own travelers, but the money certainly is put
into circulation and flows from those who have more to those who have less,
balancing, as the rains do the rivers, the backward flow through various
channels from those who have less to those who have more. If the
transportation of commodities and goods from market to market over the
country can be likened to the life blood of the human body, then the passage of
citizens from place to place is like the lymphatic circulation repairing wastes
due to ambition, greed, and ignorance.
Ranking and Parking. —Frequently the things which will attract the
motorist are those which also prevent accidents, which cause vehicles to
interfere with each other as little as possible, relieve congestion, which make it
easier for the stranger to find his way, as well as make it more pleasant and
more comfortable for passenger and driver. All road regulations might be
considered under the heading of conveniences and comforts, for they all tend to
make traveling more safe and pleasant. Of arrangements of this character the
first to be discussed will be ranking and parking.
Ranking is defined by the “General Traffic Regulations of the Council of
National Defense, U. S. A.” as “standing vehicles behind one another parallel
with the curb,” and parking as “standing vehicles along side one another at an
angle to curb.”[224]
Page 369
Notwithstanding these definitions by common usage the word “parking” is
made to include any method whatsoever of “standing automobiles.” Just as the
generic term “man” includes both “man” and “woman” so the term “parking”
includes both “parking” and “ranking,” and the verb “park” both “park” and
“rank.” Usage makes this so whether it be scientific or not.
People who come to the city or have business in the city must have some
place to stand their vehicles. The question of where this shall be is becoming
one of great importance, as the number of vehicles is constantly increasing and
the parking space does not increase correspondingly. A number of cities are
making local regulations limiting the time of parking in certain localities. Such
limitations seem just, for the reason that near large office buildings, for
instance, all available space is appropriated by cars parked early in the day
which remain there until their owners, the occupants of the offices, are ready to
go home at evening. Outsiders and others wishing to park near places where
they desire to do business find it impossible to do so. As a result they either
walk back several blocks or make their purchase where they can find parking
space. The writer has frequently done the latter when he really wanted to
patronize the store near which he could not park. The stores at such places
actually lose considerable trade that they are entitled to and for which they pay
large rent or other overhead. Such practice may in the long run help the little
store farther out and cause a corresponding decrease in property and rental
prices.
“RANKING”—STANDING VEHICLES BEHIND ONE ANOTHER PARALLEL TO THE CURB.
made to include any method whatsoever of “standing automobiles.” Just as the
generic term “man” includes both “man” and “woman” so the term “parking”
includes both “parking” and “ranking,” and the verb “park” both “park” and
“rank.” Usage makes this so whether it be scientific or not.
People who come to the city or have business in the city must have some
place to stand their vehicles. The question of where this shall be is becoming
one of great importance, as the number of vehicles is constantly increasing and
the parking space does not increase correspondingly. A number of cities are
making local regulations limiting the time of parking in certain localities. Such
limitations seem just, for the reason that near large office buildings, for
instance, all available space is appropriated by cars parked early in the day
which remain there until their owners, the occupants of the offices, are ready to
go home at evening. Outsiders and others wishing to park near places where
they desire to do business find it impossible to do so. As a result they either
walk back several blocks or make their purchase where they can find parking
space. The writer has frequently done the latter when he really wanted to
patronize the store near which he could not park. The stores at such places
actually lose considerable trade that they are entitled to and for which they pay
large rent or other overhead. Such practice may in the long run help the little
store farther out and cause a corresponding decrease in property and rental
prices.
“RANKING”—STANDING VEHICLES BEHIND ONE ANOTHER PARALLEL TO THE CURB.
Page 370
1 2
VEHICLES RANKED AT CURB VEHICLES RANKED IN CENTE
VEHICLES RANKED NEXT TO CAR TRACKS
“PARKING”—STANDING VEHICLES ALONGSIDE ONE ANOTHER AT AN ANGLE TO THE
CURB.
VEHICLES RANKED AT CURB VEHICLES RANKED IN CENTE
VEHICLES RANKED NEXT TO CAR TRACKS
“PARKING”—STANDING VEHICLES ALONGSIDE ONE ANOTHER AT AN ANGLE TO THE
CURB.
Page 371
VEHICLES PARKED AT CURB VEHICLES PARKED AT CENTE
VEHICLES PARKED NEXT TO CAR TRACKS
AFTER EN
Parking Spaces a Convenience to Motorists. —The figures above show
several methods for parking. Spaces in front of fire hydrants and certain
building entrances, at crossings, and street car stops are usually marked with
no-parking signs and the curb painted a distinctive color. There may be other
places where general parking and unlimited time may be allowed. If these
spaces happen to be paved it would be well to have the parking stalls marked,
as more machines will park when this is done. Such general parking places may
be alongside public parks, vacant lots, in wide streets, and elsewhere where
parking will not interfere with the flow of traffic. Special and limited parking
spaces, such as those set aside for buses, cabs, and trucks, or those on which the
parking is limited as to time should be marked by the city with a standard sign.
VEHICLES PARKED NEXT TO CAR TRACKS
AFTER EN
Parking Spaces a Convenience to Motorists. —The figures above show
several methods for parking. Spaces in front of fire hydrants and certain
building entrances, at crossings, and street car stops are usually marked with
no-parking signs and the curb painted a distinctive color. There may be other
places where general parking and unlimited time may be allowed. If these
spaces happen to be paved it would be well to have the parking stalls marked,
as more machines will park when this is done. Such general parking places may
be alongside public parks, vacant lots, in wide streets, and elsewhere where
parking will not interfere with the flow of traffic. Special and limited parking
spaces, such as those set aside for buses, cabs, and trucks, or those on which the
parking is limited as to time should be marked by the city with a standard sign.
Page 372
Space required for backing out.
The angle of parking depends upon the width of street and other local
conditions. On narrow streets it may have to be zero degrees, that is, ranking;
on others 30°, 45°, 60° or 90°. Since it is best to have machines head in, the 90°
angle is difficult unless there is ample turning space. Likewise in backing out
the same difficulty occurs.
The following widths are suggested[225] for parking spaces if in the middle of
the street, and parking is at an angle of:
90°, the space should be at least 15 feet wide
45°, 15
1
37 ⁄2°, 14
30°, 13
When the parking space is next to the curb the widths can be reduced 1 foot
each. For any angle of stalls between 90° and 45° the parking space width must
be greater than 15 feet; for 60° about 16 feet. There are streets where this could
be allowed and more machines accommodated than at 45°. Ranking spaces
should be marked off 9 feet wide. Some cities have special rules that ranked
cars shall stand 6 feet apart to allow any one to get out. The stalls, whether the
parking is to be on one side, both sides, or in the middle, should be slanted
toward the approach of traffic.
The angle of parking depends upon the width of street and other local
conditions. On narrow streets it may have to be zero degrees, that is, ranking;
on others 30°, 45°, 60° or 90°. Since it is best to have machines head in, the 90°
angle is difficult unless there is ample turning space. Likewise in backing out
the same difficulty occurs.
The following widths are suggested[225] for parking spaces if in the middle of
the street, and parking is at an angle of:
90°, the space should be at least 15 feet wide
45°, 15
1
37 ⁄2°, 14
30°, 13
When the parking space is next to the curb the widths can be reduced 1 foot
each. For any angle of stalls between 90° and 45° the parking space width must
be greater than 15 feet; for 60° about 16 feet. There are streets where this could
be allowed and more machines accommodated than at 45°. Ranking spaces
should be marked off 9 feet wide. Some cities have special rules that ranked
cars shall stand 6 feet apart to allow any one to get out. The stalls, whether the
parking is to be on one side, both sides, or in the middle, should be slanted
toward the approach of traffic.
Page 373
Rotary scheme for traffic around a danger zone where streets meet at right angles.
There is an advantage to parking in the center of the street in that other
vehicles may drive up to the sidewalk for loading or unloading passengers. It is
objected to, however, on the theory that more space is required for mid-street
parking. Where possible parking spaces should be paved with hard surfaces,
like concrete or brick. Vehicles parked upon asphalt for a considerable time
sink in, and as there is no ironing out by traffic of these depressions the
pavement soon becomes rough, retains rain and sprinkling water and rots.
An asphalt strip for driving and a concrete strip for parking is ideal, for this
separates distinctly by color the two spaces. On fairgrounds and picnic grounds
where many cars are to be taken care of two rows of parked cars are headed
There is an advantage to parking in the center of the street in that other
vehicles may drive up to the sidewalk for loading or unloading passengers. It is
objected to, however, on the theory that more space is required for mid-street
parking. Where possible parking spaces should be paved with hard surfaces,
like concrete or brick. Vehicles parked upon asphalt for a considerable time
sink in, and as there is no ironing out by traffic of these depressions the
pavement soon becomes rough, retains rain and sprinkling water and rots.
An asphalt strip for driving and a concrete strip for parking is ideal, for this
separates distinctly by color the two spaces. On fairgrounds and picnic grounds
where many cars are to be taken care of two rows of parked cars are headed
Page 374
together, then a lane and two more rows, another, lane, etc. Parking should
usually be at 90° to the lane.
One Way and Rotary Traffic. —In the crowded cities it has been found
necessary to confine traffic to one direction in some of the streets. All streets
not wide enough for two vehicles must of course have one-way traffic. Streets a
little wider may wish to park or rank cars along one side and have one-way
traffic on the other. With parallel streets near together, wide streets even, may
be used advantageously as one-way streets with two or more lines of vehicles.
For the convenience of the public clear and distinct signs should be placed at
every entrance to a one-way street. Of these more will be said further on.
At intersections there are two methods of procedure: The block and the
rotary. The block requires a traffic officer who stops for a short time the traffic
in one direction to allow the other to pass, then in the other. Even the short
spaces of time between his whistle blasts are productive of much congestion.
To alleviate this condition a movement about the center of the intersection in
one direction has been devised. On the intersection of streets where there are
small parks, monuments or safety zones the rotary method is most successful.
The movement around is such as to leave the center of the intersection, the park
or monument, on the left, thus avoiding all left-hand turns. In establishing one-
way streets attempts are usually made to avoid left-hand turns whenever
possible. The figures on pp. 424 and 426 show sketch plans for rotary service.
When there are street-car tracks or other local obstructions slight changes may
have to be made. Note only two full passing places for vehicles, A, and as only
a part of the traffic will want to cross congestion and danger are largely
eliminated. There may be one, two, or more lines of traffic at B; depending on
the width of the street. This scheme, according to Eno, is so practical that after
it was put into use in New York in 1908, it was adopted the same year at
Boston, by Paris in 1909, by Buenos Aires in 1910, and now is in use in many
cities throughout the world.
usually be at 90° to the lane.
One Way and Rotary Traffic. —In the crowded cities it has been found
necessary to confine traffic to one direction in some of the streets. All streets
not wide enough for two vehicles must of course have one-way traffic. Streets a
little wider may wish to park or rank cars along one side and have one-way
traffic on the other. With parallel streets near together, wide streets even, may
be used advantageously as one-way streets with two or more lines of vehicles.
For the convenience of the public clear and distinct signs should be placed at
every entrance to a one-way street. Of these more will be said further on.
At intersections there are two methods of procedure: The block and the
rotary. The block requires a traffic officer who stops for a short time the traffic
in one direction to allow the other to pass, then in the other. Even the short
spaces of time between his whistle blasts are productive of much congestion.
To alleviate this condition a movement about the center of the intersection in
one direction has been devised. On the intersection of streets where there are
small parks, monuments or safety zones the rotary method is most successful.
The movement around is such as to leave the center of the intersection, the park
or monument, on the left, thus avoiding all left-hand turns. In establishing one-
way streets attempts are usually made to avoid left-hand turns whenever
possible. The figures on pp. 424 and 426 show sketch plans for rotary service.
When there are street-car tracks or other local obstructions slight changes may
have to be made. Note only two full passing places for vehicles, A, and as only
a part of the traffic will want to cross congestion and danger are largely
eliminated. There may be one, two, or more lines of traffic at B; depending on
the width of the street. This scheme, according to Eno, is so practical that after
it was put into use in New York in 1908, it was adopted the same year at
Boston, by Paris in 1909, by Buenos Aires in 1910, and now is in use in many
cities throughout the world.
Page 375
Rotary scheme for traffic around a danger zone where streets meet at an acute angle. Right angle passing
at A. One, two or more lines of traffic depending on width of street at B.
Taking Care of Opera House Traffic. —Special arrangement must be made
in large cities in front of opera houses and other places where there are large
gatherings.[226] A most difficult problem occurs in New York city between 38th
and 41st streets, where several large theaters, opera houses, and halls are
located. Mr. Eno suggests that a numbered check be given to the owner of each
vehicle with a duplicate to the driver on which are printed directions for lining
up to be followed by the driver. As each vehicle comes along the line the
number is flashed on a board continuously. Or, a roller blackboard could be
used and as each number is rolled out of sight at the top a new number is
written in at the bottom. As there might be several lines, at least one for each
entrance, there would be several boards and the owner’s ticket would direct
which one he is to watch.
Public Garages. —As it was found necessary to go up into the air in large
cities to accommodate the demands for room for offices, stores, and other
businesses, so now some cities are preparing to build public garages of the sky-
scraper type for its automobiles. If press items are correct Chicago is about to
make a trial of the sky-scraping garage near the heart of the retail district for the
at A. One, two or more lines of traffic depending on width of street at B.
Taking Care of Opera House Traffic. —Special arrangement must be made
in large cities in front of opera houses and other places where there are large
gatherings.[226] A most difficult problem occurs in New York city between 38th
and 41st streets, where several large theaters, opera houses, and halls are
located. Mr. Eno suggests that a numbered check be given to the owner of each
vehicle with a duplicate to the driver on which are printed directions for lining
up to be followed by the driver. As each vehicle comes along the line the
number is flashed on a board continuously. Or, a roller blackboard could be
used and as each number is rolled out of sight at the top a new number is
written in at the bottom. As there might be several lines, at least one for each
entrance, there would be several boards and the owner’s ticket would direct
which one he is to watch.
Public Garages. —As it was found necessary to go up into the air in large
cities to accommodate the demands for room for offices, stores, and other
businesses, so now some cities are preparing to build public garages of the sky-
scraper type for its automobiles. If press items are correct Chicago is about to
make a trial of the sky-scraping garage near the heart of the retail district for the
Page 376
accommodation of automobilists who wish to drive to business, leaving the
streets where they now park their cars free for transient motor cars.
There is nothing particularly new in a sky-scraper garage. They have been
used for private and for hire purposes for some time. The novelty lies in a
municipality considering itself obligated to furnish parking places for
automobiles. But why not? The public provides, now, roads for them to travel
upon, and parking places upon the ground level. If extension to this space is
made by piling one parking place on top of another instead of one beside
another, what is the difference? It is presumed that a nominal fee would be
charged and that outside parking places would be limited in time of occupation
by any particular car.
The distinguishing feature of several-story garages is the manner in which
the cars are taken to the upper floors—whether by elevator propelled from
some outside source or whether they are driven up inclined planes by their own
power. The press notice regarding the Chicago scheme indicates the car will be
driven up to its stall in any one of the ten stories, and when ready to go home
the driver will ascend to his car and drive it down the exit ramp and go on his
way. It will be an interesting experiment. If it succeeds central garages will be
built in even the smaller cities.
The elevator garages are quite common. The car is driven onto an elevator
large enough to handle it and taken to any story desired, then driven off to its
stall. A reverse operation brings it back down. The elevator will probably be run
by electric power. The present cost of installing a bus elevator[227] is practically
as follows: First cost, $7500; repairs and depreciation, per annum, $500; cost of
current, $750; interest on investment at 6 per cent, $450; assuming one
operator, salary $1200. Total yearly charge $2900. These figures are claimed to
be very conservative, as some run as high as $5000. The possibility of a break
of the moving machinery tying up the rolling stock will make a second elevator
imperative, the annual charges would be, assuming no extra man to be required,
$1700; making altogether an annual charge for elevators of $4600, and the total
cost of the installment, $15,000.
On the other hand it is claimed that when the ramps are constructed with the
building the extra cost is slight, being little more than that of the floors which
would be necessary to cover their spaces were they not put in. After being put
in they are claimed to be superior because there are no moving parts to break
down, there is no maintenance expense, no salaried operators, and they provide
quicker service, as several machines may be run up or down in the same time it
would take to transport one on an elevator.
streets where they now park their cars free for transient motor cars.
There is nothing particularly new in a sky-scraper garage. They have been
used for private and for hire purposes for some time. The novelty lies in a
municipality considering itself obligated to furnish parking places for
automobiles. But why not? The public provides, now, roads for them to travel
upon, and parking places upon the ground level. If extension to this space is
made by piling one parking place on top of another instead of one beside
another, what is the difference? It is presumed that a nominal fee would be
charged and that outside parking places would be limited in time of occupation
by any particular car.
The distinguishing feature of several-story garages is the manner in which
the cars are taken to the upper floors—whether by elevator propelled from
some outside source or whether they are driven up inclined planes by their own
power. The press notice regarding the Chicago scheme indicates the car will be
driven up to its stall in any one of the ten stories, and when ready to go home
the driver will ascend to his car and drive it down the exit ramp and go on his
way. It will be an interesting experiment. If it succeeds central garages will be
built in even the smaller cities.
The elevator garages are quite common. The car is driven onto an elevator
large enough to handle it and taken to any story desired, then driven off to its
stall. A reverse operation brings it back down. The elevator will probably be run
by electric power. The present cost of installing a bus elevator[227] is practically
as follows: First cost, $7500; repairs and depreciation, per annum, $500; cost of
current, $750; interest on investment at 6 per cent, $450; assuming one
operator, salary $1200. Total yearly charge $2900. These figures are claimed to
be very conservative, as some run as high as $5000. The possibility of a break
of the moving machinery tying up the rolling stock will make a second elevator
imperative, the annual charges would be, assuming no extra man to be required,
$1700; making altogether an annual charge for elevators of $4600, and the total
cost of the installment, $15,000.
On the other hand it is claimed that when the ramps are constructed with the
building the extra cost is slight, being little more than that of the floors which
would be necessary to cover their spaces were they not put in. After being put
in they are claimed to be superior because there are no moving parts to break
down, there is no maintenance expense, no salaried operators, and they provide
quicker service, as several machines may be run up or down in the same time it
would take to transport one on an elevator.
Page 377
The ramps are said to take up more space than the elevators, but the claim is
made that by dividing the garage into two parts and having the floors in one
part come approximately half way between those in the other part, much shorter
ramps may be used, and the space taken up is not so very much greater than
would be required for elevators. The ramps are made about 16 feet wide, and
the grade approximately 15 per cent.
Terminal Stations. —For the purpose of accommodating patrons bus and
express terminal stations are being installed. So far these have been established
and financed by private companies. Where several bus lines or express lines
radiate from a city a union depot may be expected not only to pay, but greatly
to convenience the public. Small hotels and out-of-the-way places are
ordinarily used when there is no central station. It is difficult to keep these in
mind, and as they use the telephones of the hotels, restaurants, shops, etc., that
they occupy for headquarters it is difficult for everybody to remember where
they are located and find them when needed. Coöperation between the hotel
employees and the bus lines for the giving of patrons information relative to
schedules, fares, rates, etc., is not always satisfactory.
The organization of a stock company with bus lines, express lines, and
merchants as stockholders for the purpose of building and operating a terminal
depot may be formed. It will be necessary that the merchants be brought to see
the financial returns that will come to them from the passengers which will be
brought to the city every forenoon, allowed time to shop and return home in the
afternoon; and that the number of passengers will be increased if convenient
and accommodating terminal facilities are at hand.
Experience at Omaha shows that a large percentage, 85, of the passengers
carried by the buses are residents along the routes and not commercial travelers,
and are therefore potential customers. Many of these people when making their
purchases ask that the purchased articles be delivered to the central depot in
time to meet a particular bus. The purchaser is given a check upon the surrender
of which he receives his package at the depot. Of course the more central the
location of the depot may be the better the accommodation to the passengers.
On the other hand the rent of the station may and probably will increase as it is
brought nearer to the center of the retail district. Anyway it should be within
walking distance of the principal retail stores.
The main costs of such a station will be rent, light, heat, water, taxes,
insurance, upkeep, and the personal service of an agent and janitor. At Omaha
seven bus lines and eighteen merchants entered into an arrangement whereby
the merchants were to guarantee the rent while the bus operators were to
furnish, maintain, and operate the terminal. The rent was $200 per month. For
made that by dividing the garage into two parts and having the floors in one
part come approximately half way between those in the other part, much shorter
ramps may be used, and the space taken up is not so very much greater than
would be required for elevators. The ramps are made about 16 feet wide, and
the grade approximately 15 per cent.
Terminal Stations. —For the purpose of accommodating patrons bus and
express terminal stations are being installed. So far these have been established
and financed by private companies. Where several bus lines or express lines
radiate from a city a union depot may be expected not only to pay, but greatly
to convenience the public. Small hotels and out-of-the-way places are
ordinarily used when there is no central station. It is difficult to keep these in
mind, and as they use the telephones of the hotels, restaurants, shops, etc., that
they occupy for headquarters it is difficult for everybody to remember where
they are located and find them when needed. Coöperation between the hotel
employees and the bus lines for the giving of patrons information relative to
schedules, fares, rates, etc., is not always satisfactory.
The organization of a stock company with bus lines, express lines, and
merchants as stockholders for the purpose of building and operating a terminal
depot may be formed. It will be necessary that the merchants be brought to see
the financial returns that will come to them from the passengers which will be
brought to the city every forenoon, allowed time to shop and return home in the
afternoon; and that the number of passengers will be increased if convenient
and accommodating terminal facilities are at hand.
Experience at Omaha shows that a large percentage, 85, of the passengers
carried by the buses are residents along the routes and not commercial travelers,
and are therefore potential customers. Many of these people when making their
purchases ask that the purchased articles be delivered to the central depot in
time to meet a particular bus. The purchaser is given a check upon the surrender
of which he receives his package at the depot. Of course the more central the
location of the depot may be the better the accommodation to the passengers.
On the other hand the rent of the station may and probably will increase as it is
brought nearer to the center of the retail district. Anyway it should be within
walking distance of the principal retail stores.
The main costs of such a station will be rent, light, heat, water, taxes,
insurance, upkeep, and the personal service of an agent and janitor. At Omaha
seven bus lines and eighteen merchants entered into an arrangement whereby
the merchants were to guarantee the rent while the bus operators were to
furnish, maintain, and operate the terminal. The rent was $200 per month. For
Page 378
current expenses each member pays $2 a month dues and a service charge of
$15 a month in advance for each scheduled in-and-out daily trip. Thus the
Omaha-Weeping Water line with one in-and-out bus would pay about 50 cents a
day; Omaha-Lincoln line with two buses each way, $1 a day; and the Omaha-
Fremont line with four buses in-and-out every day, $2. A small additional
income is received from a cigar, candy, and miscellaneous sales concession, it
being 121⁄2 per cent of the gross sales less $7 a week which the association pays
toward the salary of the clerk who acts as their information and ticket agent. A
limited free checking service is maintained for the accommodation of
passengers and shoppers. A colored porter presides over a shoe-shine stand and
calls the departure of buses and assists the passengers with their baggage. He
also serves as janitor. Special courtesy to patrons is maintained as a means of
increasing business. The depot has 36x80 feet space and is divided into a
general waiting room and office, a ladies’ rest-room, a smoking room, and
space for baggage.
Here is a joint terminal for a few bus lines running out of one of the smaller
large cities of the country into an agricultural community with unpaved but
excellent earth roads. The operators feel that even though small it has proven its
worth, as they have a definite business center where patrons can get
information about schedules and buses and find comfort while waiting. It also
makes for an esprit de corps among the several bus companies which very
frequently loan buses to each other in cases of emergency. The compensation in
such cases is 15 cents per mile if the borrower furnishes gasoline, oil and
driver, or 22 cents a mile if these are furnished by the owner. In case one line
does any work for another the basis of pay is cost plus 10 per cent.
It is considered that the bus lines are themselves a convenience to the public
as their schedules and routes are planned to give service where the railroads do
not. For example, a resident of Wahoo wishing to go to Omaha by train leaves
at 11:15 a.m., there being only one train a day, arrives at Omaha at 1:15 p.m.;
but must wait until the next day to return, as the only train leaves Omaha at
12:41 p.m.; arriving at Wahoo at 2:31 p.m. The citizen has, therefore, spent
practically two days to make the trip. By bus he can make the round trip the
same day—leave Wahoo 9:10 a.m.; arrive Omaha 11:30 a.m.; leave Omaha 2:00
p.m. and arrive back home at 4:20 p.m.; or he can have still more time in the city
by leaving at 5:10 and arriving home at 7:30 p.m.
A number of instances like the above could be cited. On the contrary one of
the bus lines runs between Omaha and Lincoln, passing through the same towns
that are already well served by several trains per day. The time of making the
trip from Omaha to Lincoln by bus is about one hour longer than by train.
$15 a month in advance for each scheduled in-and-out daily trip. Thus the
Omaha-Weeping Water line with one in-and-out bus would pay about 50 cents a
day; Omaha-Lincoln line with two buses each way, $1 a day; and the Omaha-
Fremont line with four buses in-and-out every day, $2. A small additional
income is received from a cigar, candy, and miscellaneous sales concession, it
being 121⁄2 per cent of the gross sales less $7 a week which the association pays
toward the salary of the clerk who acts as their information and ticket agent. A
limited free checking service is maintained for the accommodation of
passengers and shoppers. A colored porter presides over a shoe-shine stand and
calls the departure of buses and assists the passengers with their baggage. He
also serves as janitor. Special courtesy to patrons is maintained as a means of
increasing business. The depot has 36x80 feet space and is divided into a
general waiting room and office, a ladies’ rest-room, a smoking room, and
space for baggage.
Here is a joint terminal for a few bus lines running out of one of the smaller
large cities of the country into an agricultural community with unpaved but
excellent earth roads. The operators feel that even though small it has proven its
worth, as they have a definite business center where patrons can get
information about schedules and buses and find comfort while waiting. It also
makes for an esprit de corps among the several bus companies which very
frequently loan buses to each other in cases of emergency. The compensation in
such cases is 15 cents per mile if the borrower furnishes gasoline, oil and
driver, or 22 cents a mile if these are furnished by the owner. In case one line
does any work for another the basis of pay is cost plus 10 per cent.
It is considered that the bus lines are themselves a convenience to the public
as their schedules and routes are planned to give service where the railroads do
not. For example, a resident of Wahoo wishing to go to Omaha by train leaves
at 11:15 a.m., there being only one train a day, arrives at Omaha at 1:15 p.m.;
but must wait until the next day to return, as the only train leaves Omaha at
12:41 p.m.; arriving at Wahoo at 2:31 p.m. The citizen has, therefore, spent
practically two days to make the trip. By bus he can make the round trip the
same day—leave Wahoo 9:10 a.m.; arrive Omaha 11:30 a.m.; leave Omaha 2:00
p.m. and arrive back home at 4:20 p.m.; or he can have still more time in the city
by leaving at 5:10 and arriving home at 7:30 p.m.
A number of instances like the above could be cited. On the contrary one of
the bus lines runs between Omaha and Lincoln, passing through the same towns
that are already well served by several trains per day. The time of making the
trip from Omaha to Lincoln by bus is about one hour longer than by train.
Page 379
There seems little use for such a bus line except to pick up passengers between
train stations.
Much more elaborate terminal stations have been established in other cities,
for example Indianapolis, Indiana, and Portland, Oregon. A Minneapolis
terminal to accommodate 100 buses a day has been opened and the company
expects ultimately to spend $100,000 to create an adequate terminal.
At Poughkeepsie, New York, a city of 40,000 people, the Chamber of
Commerce learning that an ordinance had been introduced in the Common
Council prohibiting the parking of motor buses on the streets, evolved the idea
of a central waiting room for the convenience of all passengers from the rural
districts, the establishment of a definite bus schedule and the installation of a
checking department.[228] After a year’s operation the merchants were
extremely well pleased with results. The bus drivers were invited to use the
accommodations provided at the entire expense of the merchants, of a little less
than $1500 a year. Rental is at the rate of $50 and janitor service $12 a month.
The room is steam heated and made as comfortable and cozy as possible, so
that women and children find it a pleasure to wait there. From 150 to 300
persons use the bus terminal daily. The bus drivers have formed an association
and taken over the care of the building, as they believe this one of the best
things ever put forward for the development of their own business.
As an example of how it works this is given:
A lady in Red Hook desires one of the Poughkeepsie merchants to send her certain goods, she simply
telephones her order to the Poughkeepsie merchant, who then consults his time table regarding buses
operating in that direction. He next selects the merchandise; makes up his package and his boy takes it to
the motor bus terminal, where the attendant in charge receipts for the package. This bundle is then put by
the attendant in the proper bin and the right driver takes it just previous to leaving the station. The driver
delivers the package the same as the parcel post man would, with promptness and dispatch. No charge is
made by the attendant for taking the package but a charge of 10 to 50 cents is put on the parcel by the bus
driver, which he collects from the recipient of the package, or it is prepaid as the merchant prefers.
It is said there has been no loss by theft. The drivers each carry a key to the
Bus Terminal Station which is opened by the first driver to arrive about 6:30
a.m. and closed by the last to leave about 11:00 o’clock at night.
This is not a freight-trucking depot, only packages being handled. From the
customers which the buses have brought it is estimated the trade in the first
year was over a half million dollars, a large part of which is partly traceable to
the courtesy and convenience rendered to out-of-town patrons by the
establishment of the depot.
Gas, Air, and Water Stations. —Another business of great importance that
has followed the increased use of motor cars is that of the sale of gasoline and
oil. Of course there are the large manufacturing and wholesale companies; of
train stations.
Much more elaborate terminal stations have been established in other cities,
for example Indianapolis, Indiana, and Portland, Oregon. A Minneapolis
terminal to accommodate 100 buses a day has been opened and the company
expects ultimately to spend $100,000 to create an adequate terminal.
At Poughkeepsie, New York, a city of 40,000 people, the Chamber of
Commerce learning that an ordinance had been introduced in the Common
Council prohibiting the parking of motor buses on the streets, evolved the idea
of a central waiting room for the convenience of all passengers from the rural
districts, the establishment of a definite bus schedule and the installation of a
checking department.[228] After a year’s operation the merchants were
extremely well pleased with results. The bus drivers were invited to use the
accommodations provided at the entire expense of the merchants, of a little less
than $1500 a year. Rental is at the rate of $50 and janitor service $12 a month.
The room is steam heated and made as comfortable and cozy as possible, so
that women and children find it a pleasure to wait there. From 150 to 300
persons use the bus terminal daily. The bus drivers have formed an association
and taken over the care of the building, as they believe this one of the best
things ever put forward for the development of their own business.
As an example of how it works this is given:
A lady in Red Hook desires one of the Poughkeepsie merchants to send her certain goods, she simply
telephones her order to the Poughkeepsie merchant, who then consults his time table regarding buses
operating in that direction. He next selects the merchandise; makes up his package and his boy takes it to
the motor bus terminal, where the attendant in charge receipts for the package. This bundle is then put by
the attendant in the proper bin and the right driver takes it just previous to leaving the station. The driver
delivers the package the same as the parcel post man would, with promptness and dispatch. No charge is
made by the attendant for taking the package but a charge of 10 to 50 cents is put on the parcel by the bus
driver, which he collects from the recipient of the package, or it is prepaid as the merchant prefers.
It is said there has been no loss by theft. The drivers each carry a key to the
Bus Terminal Station which is opened by the first driver to arrive about 6:30
a.m. and closed by the last to leave about 11:00 o’clock at night.
This is not a freight-trucking depot, only packages being handled. From the
customers which the buses have brought it is estimated the trade in the first
year was over a half million dollars, a large part of which is partly traceable to
the courtesy and convenience rendered to out-of-town patrons by the
establishment of the depot.
Gas, Air, and Water Stations. —Another business of great importance that
has followed the increased use of motor cars is that of the sale of gasoline and
oil. Of course there are the large manufacturing and wholesale companies; of
Page 380
those it is not the intention here to speak, but of the retailer who is endeavoring
to accommodate the motoring public.
There is no city of any size now but what is supplied with one or more filling
stations. Much money is being spent on the stations to make them convenient
and attractive to the motorist. The modern filling station consists of the
necessary storage tanks, usually placed under ground, for gasoline and oil, and
the pumps for measuring and forcing the “gas” into the tank of the motor, with
other pumps or facilities for care of oil. Then there is the building containing an
office, a storeroom for oil and supplies, rest and toilet rooms for women, and
possibly also for men. There is usually a marquise extending out over the place
where automobiles stop for filling, to keep off rain and sun from the pumps and
also from driver or passenger in case he or they desire to get out of the car for
any purpose. Water and air are available at these stations and are looked after
by attendants if desired. There are also pits where crank cases may be rapidly
drained and refilled. While these accommodations are for the purpose of
attracting trade, the very fact that they do, shows them to be real conveniences.
Of course, there are also those things which the automobile dealer calls
“service.” That is places where may be purchased and repaired broken parts,
where batteries may be filled with distilled water, and so on. Usually water,
either fresh or distilled, is free, but in some places in the “deserts” out West it
has to be hauled miles and a cost charge is made.
Named and Numbered Roads. —For a number of years road enthusiasts,
automobile clubs, and chambers of commerce have been selecting and marking
main lines of road across the country or through their particular cities. Some of
these roads such as the Lincoln Highway, the Santa Fé and the Yellowstone
Trails extend across the continent from coast to coast; or north to south as the
Dixie, the Jefferson, and the Jackson Highway. There are very many of these
volunteer organizations; they attempt to secure the improvement of highways,
ranging in length from transcontinental routes to short county lines, by bringing
influence to bear on road officials and creating in the minds of the public
generally an interest for better roads. Some states like Iowa and Nebraska
passed laws enabling an association promoting any route to register it together
with the marker that is to be used, providing penalties for injuring or defacing
any sign board, and making it unlawful for others to use the name or marker
design on any other road. It is said over a hundred routes were marked in Iowa,
fifty in Illinois, and other states somewhat proportionately.
Opposition has been offered on the theory that it is the State’s business to
mark and maintain signs along roads. It has been suggested that since the
General Government has selected a system of national roads and since these
to accommodate the motoring public.
There is no city of any size now but what is supplied with one or more filling
stations. Much money is being spent on the stations to make them convenient
and attractive to the motorist. The modern filling station consists of the
necessary storage tanks, usually placed under ground, for gasoline and oil, and
the pumps for measuring and forcing the “gas” into the tank of the motor, with
other pumps or facilities for care of oil. Then there is the building containing an
office, a storeroom for oil and supplies, rest and toilet rooms for women, and
possibly also for men. There is usually a marquise extending out over the place
where automobiles stop for filling, to keep off rain and sun from the pumps and
also from driver or passenger in case he or they desire to get out of the car for
any purpose. Water and air are available at these stations and are looked after
by attendants if desired. There are also pits where crank cases may be rapidly
drained and refilled. While these accommodations are for the purpose of
attracting trade, the very fact that they do, shows them to be real conveniences.
Of course, there are also those things which the automobile dealer calls
“service.” That is places where may be purchased and repaired broken parts,
where batteries may be filled with distilled water, and so on. Usually water,
either fresh or distilled, is free, but in some places in the “deserts” out West it
has to be hauled miles and a cost charge is made.
Named and Numbered Roads. —For a number of years road enthusiasts,
automobile clubs, and chambers of commerce have been selecting and marking
main lines of road across the country or through their particular cities. Some of
these roads such as the Lincoln Highway, the Santa Fé and the Yellowstone
Trails extend across the continent from coast to coast; or north to south as the
Dixie, the Jefferson, and the Jackson Highway. There are very many of these
volunteer organizations; they attempt to secure the improvement of highways,
ranging in length from transcontinental routes to short county lines, by bringing
influence to bear on road officials and creating in the minds of the public
generally an interest for better roads. Some states like Iowa and Nebraska
passed laws enabling an association promoting any route to register it together
with the marker that is to be used, providing penalties for injuring or defacing
any sign board, and making it unlawful for others to use the name or marker
design on any other road. It is said over a hundred routes were marked in Iowa,
fifty in Illinois, and other states somewhat proportionately.
Opposition has been offered on the theory that it is the State’s business to
mark and maintain signs along roads. It has been suggested that since the
General Government has selected a system of national roads and since these
Page 381
must be by law continuous, that they be numbered continuously by the same
number. For example the transcontinental road farthest north should be
numbered 1, the next continental road, 3, the next, 5, and so on. That the roads
running north and south beginning on the east be numbered with even numbers.
Several of the New England states have already agreed to a common number or
name for roads running through them. The point is that when a road has been
marked a tourist may travel clear across the continent on the same number and
would not have to look up a new number or name when he crossed a state line.
Also when once made public a map of the roads would be good next year or the
year after, and the traveler need not fear its having been changed. It might be
possible that places would be located by certain roads as they were once by
rivers. In the practical work of drafting, numbers are more easily placed on the
map than are names.
number. For example the transcontinental road farthest north should be
numbered 1, the next continental road, 3, the next, 5, and so on. That the roads
running north and south beginning on the east be numbered with even numbers.
Several of the New England states have already agreed to a common number or
name for roads running through them. The point is that when a road has been
marked a tourist may travel clear across the continent on the same number and
would not have to look up a new number or name when he crossed a state line.
Also when once made public a map of the roads would be good next year or the
year after, and the traveler need not fear its having been changed. It might be
possible that places would be located by certain roads as they were once by
rivers. In the practical work of drafting, numbers are more easily placed on the
map than are names.
Page 382
Fig. 2.—“Road Closed” Sign as Furnished by
Department. The Engineer in Charge Inserts
Routing of Detour and Mileage in the Space
Under the Words “Follow Marked Detour.”
Fig. 3.—Standard Detour Sign as Furnished by
Department. The Engineer in Charge Prints on
the Sign the Route Number, Name of Trail, its
Emblem if the Road has a Name and Emblem,
the Next Town and County Seat or Main City On
Fig. 1. Standard Warning Sign for Barricades. the Road.
Department. The Engineer in Charge Inserts
Routing of Detour and Mileage in the Space
Under the Words “Follow Marked Detour.”
Fig. 3.—Standard Detour Sign as Furnished by
Department. The Engineer in Charge Prints on
the Sign the Route Number, Name of Trail, its
Emblem if the Road has a Name and Emblem,
the Next Town and County Seat or Main City On
Fig. 1. Standard Warning Sign for Barricades. the Road.
Page 383
Fig. 4.—Map Showing Position of Barricade and Detour Signs.
ROAD
CLOSED
BY ORDER OF—
CLIFFORD OLDER, CHIEF HIGHWAY ENGINEER
VIOLATORS SUBJECT TO ARREST
PENALTY: FINE, IMPRISONMENT OR BOTH
OPEN ONLY TO RESIDENT AND CONTRACTOR’S TRAFFIC FOLLOW MARKED DETOUR
Engineer in Charge Will Indicate Exact Routing of Detour Giving Mileage and Direction
SLOW DETOUR FOR ROUTE
BARRICADE — 400FT
Warning and Direction Signs Used in the State of Illinois
Marks, Signs and Guides. —Whether or not the Government will take over
the numbering of through roads the states and volunteer associations will no
doubt continue marking. The marks are very comforting to a person traveling
on an unknown road, and few there are who do not at sometime travel unknown
paths. Not only does it keep him going along the right way but signs giving
mileage to the next town are always watched for anxiously.
One of the most common and most effective methods of marking a road is to
paint a band of distinguishing color around the telephone poles along the way.
In addition to the color band a letter or insignia may be used. The Lincoln
Highway uses a red strip at the top and bottom of the white band and a blue L.
The Detroit, Lincoln, Denver route uses black strips at the top and bottom of
the white band and black monogram made up of the letters D. L. D. The state of
ROAD
CLOSED
BY ORDER OF—
CLIFFORD OLDER, CHIEF HIGHWAY ENGINEER
VIOLATORS SUBJECT TO ARREST
PENALTY: FINE, IMPRISONMENT OR BOTH
OPEN ONLY TO RESIDENT AND CONTRACTOR’S TRAFFIC FOLLOW MARKED DETOUR
Engineer in Charge Will Indicate Exact Routing of Detour Giving Mileage and Direction
SLOW DETOUR FOR ROUTE
BARRICADE — 400FT
Warning and Direction Signs Used in the State of Illinois
Marks, Signs and Guides. —Whether or not the Government will take over
the numbering of through roads the states and volunteer associations will no
doubt continue marking. The marks are very comforting to a person traveling
on an unknown road, and few there are who do not at sometime travel unknown
paths. Not only does it keep him going along the right way but signs giving
mileage to the next town are always watched for anxiously.
One of the most common and most effective methods of marking a road is to
paint a band of distinguishing color around the telephone poles along the way.
In addition to the color band a letter or insignia may be used. The Lincoln
Highway uses a red strip at the top and bottom of the white band and a blue L.
The Detroit, Lincoln, Denver route uses black strips at the top and bottom of
the white band and black monogram made up of the letters D. L. D. The state of
Page 384
Nebraska erects markers showing the number of the road in its state system and
the number of the mile on the road. This is partly for the convenience of
travelers and partly to assist in systematic filing of records in the office. In case
it is necessary to make a special report the patrolman can give the location
almost exactly, for example, “Road 14, mile 32, north quarter, washout,” or
more simply, “14, 32, N Q, washout.” This is very definite. The state of
Wisconsin uses a triangle as an insignia in which is placed the legend “State
Trunk Highway,” the number of the highway and the abbreviation Wis.
Several of the states have adopted the method of setting quite large signs
alongside the roadway and forbid the placing of advertising signs, even though
they give road information, or signs by local volunteer associations. This would
seem to be going a little too far for volunteer associations have done much for
better road construction in this country as well as to give publicity to the
advantages of traveling over the particular road in which they are interested.
The influences which they have been able to bring upon local road officers by
various means has had a wonderful effect in keeping in good condition the
marked road and by emulation other roads joining with it. The most of these
associations have contented themselves with marking a route from one terminal
to another. They have not asked for a special kind of surfacing. They have aided
by advice and perhaps occasionally assisted to put in a sample mile of good
road. For example the Lincoln Highway is at the present time interesting itself
in financing and constructing an “ideal section” of road in Indiana. (See
Chapter XII, p. 413.) On the whole it is the belief of the writer that the good
done by these associations inures to the great benefit of the general public and
until a comprehensive plan can be agreed upon by all the states they should be
allowed to continue their work.
Distance and Direction Signs. —Direction signs are such as point out the
direction which a traveler must take to keep on a particular route. Distance
signs also give information as to distances from the sign to particular places.
These two classes are often combined. In addition to these there are warning
and detour signs which may also be direction signs.
Mile posts are not new. It was the custom to plant them along the old Roman
roads. It has already been mentioned that board markers are frequently placed
along the state numbered highways. It would be better to have well-designed
cut stones or concrete posts set at even miles, and, perhaps, also at 1⁄2 or 1⁄4 mile
points as well. The post should bear the number or insignia of the highway and
the mile number, measured from some particular terminal. Wisconsin uses a
triangle as an insignia; other states use an outline map of the state, which is
usually not so simple and requires larger sign boards and hence greater
the number of the mile on the road. This is partly for the convenience of
travelers and partly to assist in systematic filing of records in the office. In case
it is necessary to make a special report the patrolman can give the location
almost exactly, for example, “Road 14, mile 32, north quarter, washout,” or
more simply, “14, 32, N Q, washout.” This is very definite. The state of
Wisconsin uses a triangle as an insignia in which is placed the legend “State
Trunk Highway,” the number of the highway and the abbreviation Wis.
Several of the states have adopted the method of setting quite large signs
alongside the roadway and forbid the placing of advertising signs, even though
they give road information, or signs by local volunteer associations. This would
seem to be going a little too far for volunteer associations have done much for
better road construction in this country as well as to give publicity to the
advantages of traveling over the particular road in which they are interested.
The influences which they have been able to bring upon local road officers by
various means has had a wonderful effect in keeping in good condition the
marked road and by emulation other roads joining with it. The most of these
associations have contented themselves with marking a route from one terminal
to another. They have not asked for a special kind of surfacing. They have aided
by advice and perhaps occasionally assisted to put in a sample mile of good
road. For example the Lincoln Highway is at the present time interesting itself
in financing and constructing an “ideal section” of road in Indiana. (See
Chapter XII, p. 413.) On the whole it is the belief of the writer that the good
done by these associations inures to the great benefit of the general public and
until a comprehensive plan can be agreed upon by all the states they should be
allowed to continue their work.
Distance and Direction Signs. —Direction signs are such as point out the
direction which a traveler must take to keep on a particular route. Distance
signs also give information as to distances from the sign to particular places.
These two classes are often combined. In addition to these there are warning
and detour signs which may also be direction signs.
Mile posts are not new. It was the custom to plant them along the old Roman
roads. It has already been mentioned that board markers are frequently placed
along the state numbered highways. It would be better to have well-designed
cut stones or concrete posts set at even miles, and, perhaps, also at 1⁄2 or 1⁄4 mile
points as well. The post should bear the number or insignia of the highway and
the mile number, measured from some particular terminal. Wisconsin uses a
triangle as an insignia; other states use an outline map of the state, which is
usually not so simple and requires larger sign boards and hence greater
Page 385
expense, and is not so symmetrical and neat looking. The abbreviation of the
state name is sufficient. This is to be placed on the side facing the road. It has
been suggested that on the side toward the approaching traveler may be placed
the name of the next village, town or city in that direction with the distance in
miles. On the other side visible after passing would appear the name of the last
village passed. The only difficulty with this scheme would be the size of the
post required. To get the name on in readable letters would require a post 16 to
24 inches square. So large a post would run the cost up materially.
A hollow circular post with a cap cast on its top could be made of cement.
Iron signs have been successfully used. The Automobile Club of Minneapolis
used a malleable cast-iron form 30 inches long, 5⁄8 inch thick, and 3 inches
wide. The letters are 2 inches high and the letters and a half-inch border are
raised about 1⁄8 of an inch. The sign is bolted to a 21⁄2 inch galvanized-iron pipe
set in concrete. The sign is galvanized, the background painted white and the
raised border and letters finished in black. The cost was approximately $7 per
sign.
Steel signs with letters spot welded to them are on the market.
Concrete posts with board signs are common and if occasionally repainted
make a durable comparatively cheap sign.
One of the chief objections to the advertising signs placed along some
highways is that the information relative to the highway occupies a very small
portion of the space and is not easily read while the advertisement stands out
very prominently. If the road authorities put the signs up at public expense they
could be much smaller and would desecrate the landscape correspondingly less.
Uniformity of Signs. —It would be well if simple standards could be
adopted for the entire United States, or at least for each state, and that all signs
be set with uniformity. If placed consistently at the same distance and height
from the roadway the eye of the traveler will naturally seek them and they will
be more easily read. Evans and Batchelder[229] recommend that double-distance
board signs be 36 inches long by 17 inches deep when they carry three rows of
names and a fourth row for the authority responsible for the sign. If the fourth
row is not on the sign 15 inches deep will be sufficient. They recommend that
the size of the plain block letters be graduated according to the importance of
the places mentioned. The top line for the most important places 4-inch letters;
the second row, less important, 3-inch letters, and the third, least important, 2-
inch letters. Single direction signs to be 20 inches long and the same depth. All
signs on posts are recommended to be placed an average height of 6 feet above
the roadway, on houses 9 feet. If the double direction names are placed below
each other the board will not need to be so long.
state name is sufficient. This is to be placed on the side facing the road. It has
been suggested that on the side toward the approaching traveler may be placed
the name of the next village, town or city in that direction with the distance in
miles. On the other side visible after passing would appear the name of the last
village passed. The only difficulty with this scheme would be the size of the
post required. To get the name on in readable letters would require a post 16 to
24 inches square. So large a post would run the cost up materially.
A hollow circular post with a cap cast on its top could be made of cement.
Iron signs have been successfully used. The Automobile Club of Minneapolis
used a malleable cast-iron form 30 inches long, 5⁄8 inch thick, and 3 inches
wide. The letters are 2 inches high and the letters and a half-inch border are
raised about 1⁄8 of an inch. The sign is bolted to a 21⁄2 inch galvanized-iron pipe
set in concrete. The sign is galvanized, the background painted white and the
raised border and letters finished in black. The cost was approximately $7 per
sign.
Steel signs with letters spot welded to them are on the market.
Concrete posts with board signs are common and if occasionally repainted
make a durable comparatively cheap sign.
One of the chief objections to the advertising signs placed along some
highways is that the information relative to the highway occupies a very small
portion of the space and is not easily read while the advertisement stands out
very prominently. If the road authorities put the signs up at public expense they
could be much smaller and would desecrate the landscape correspondingly less.
Uniformity of Signs. —It would be well if simple standards could be
adopted for the entire United States, or at least for each state, and that all signs
be set with uniformity. If placed consistently at the same distance and height
from the roadway the eye of the traveler will naturally seek them and they will
be more easily read. Evans and Batchelder[229] recommend that double-distance
board signs be 36 inches long by 17 inches deep when they carry three rows of
names and a fourth row for the authority responsible for the sign. If the fourth
row is not on the sign 15 inches deep will be sufficient. They recommend that
the size of the plain block letters be graduated according to the importance of
the places mentioned. The top line for the most important places 4-inch letters;
the second row, less important, 3-inch letters, and the third, least important, 2-
inch letters. Single direction signs to be 20 inches long and the same depth. All
signs on posts are recommended to be placed an average height of 6 feet above
the roadway, on houses 9 feet. If the double direction names are placed below
each other the board will not need to be so long.
Page 386
A New Jersey distance and direction sign.
Letters and Colors. —The letters should be clear and distinct; the style
known as block letter is good. The colors should be highly contrasting. Black
and white is as good as any; however, Eno[230] thinks that black with yellow
and red with white are the best combinations; yellow on black being better than
black on yellow. Eno would classify signs as:
Primary, those for warning and directing moving vehicles, vivid yellow letters, arrows or graphics, on a
black background.
Secondary, those for stationary vehicles, designating public parking spaces, cabstands, car and bus
stops, etc., black on yellow background.
Tertiary, those for the control of pedestrians, designating crosswalks, safety zones, etc., red on white
background.
Warning Signs. —The name indicates their purpose, that they are intended
to warn against danger or to indicate that extra precautionary measures should
be exercised. They give notice of sharp turns, bad bridges and culverts, railroad
crossings, cross-roads, and so on. Frequently the word “danger” is printed
followed by a descriptive word indicating the kind of danger; for example,
“Danger—sharp curve,” “Danger—bad bridge,” “Danger—railroad crossing.”
Or there are used such words as “Slow” or more simply “Slo,” with a graphic
or descriptive word following, as, “Slow—school,” “Slo—drawbridge.”
The International Road Congress suggested a standard graphical sign, 24 by
16 inches, with white symbols on a black background. Some American roads
use a modification of these, p. 440.
Map Signs. —There seems to be a tendency toward map signs and the
necessary large boards which they entail. It is the opinion of the writer that it
would be better except for exceptional places to keep to as small a marker as
can be seen readily. The sizes recommended by the International Road
Congress are plenty large enough and probably could be decreased without
impairing their utility. An ordinary sign is itself an unsightly thing, and after the
campaigns that have been made against the advertising bill boards it seems
Letters and Colors. —The letters should be clear and distinct; the style
known as block letter is good. The colors should be highly contrasting. Black
and white is as good as any; however, Eno[230] thinks that black with yellow
and red with white are the best combinations; yellow on black being better than
black on yellow. Eno would classify signs as:
Primary, those for warning and directing moving vehicles, vivid yellow letters, arrows or graphics, on a
black background.
Secondary, those for stationary vehicles, designating public parking spaces, cabstands, car and bus
stops, etc., black on yellow background.
Tertiary, those for the control of pedestrians, designating crosswalks, safety zones, etc., red on white
background.
Warning Signs. —The name indicates their purpose, that they are intended
to warn against danger or to indicate that extra precautionary measures should
be exercised. They give notice of sharp turns, bad bridges and culverts, railroad
crossings, cross-roads, and so on. Frequently the word “danger” is printed
followed by a descriptive word indicating the kind of danger; for example,
“Danger—sharp curve,” “Danger—bad bridge,” “Danger—railroad crossing.”
Or there are used such words as “Slow” or more simply “Slo,” with a graphic
or descriptive word following, as, “Slow—school,” “Slo—drawbridge.”
The International Road Congress suggested a standard graphical sign, 24 by
16 inches, with white symbols on a black background. Some American roads
use a modification of these, p. 440.
Map Signs. —There seems to be a tendency toward map signs and the
necessary large boards which they entail. It is the opinion of the writer that it
would be better except for exceptional places to keep to as small a marker as
can be seen readily. The sizes recommended by the International Road
Congress are plenty large enough and probably could be decreased without
impairing their utility. An ordinary sign is itself an unsightly thing, and after the
campaigns that have been made against the advertising bill boards it seems
Page 387
hardly consistent for the state to put up almost equally unsightly disfigurements
of the landscape.
In Maryland the direction signs between towns are 30 inches wide by 20
inches high and display in white letters on a black background the name of the
road, the distance to and from important points, and all principal connections.
Evidently “the wayfaring men though fools shall not err therein.” Other states
are putting up similar signs. Illinois is using about the same size boards setting
them for each turn in the road, each entering road, whether or not it comes in
from one or both sides, each school and other places where special care should
be taken. On a map attached to some of these signs is a point or star indicating
the position of the sign on the road.
INTERNATIONAL ROAD CONGRESS WARNING SIGNS
WHITE ON BLACK BACKGROUND
WARNING SIGNS AS USED ON SOME AMERICAN ROADS
BLACK ON WHITE BACKGROUND
In addition to direction and distance signs Maryland erects large, 10 feet
square, map signs at the limits of each of the larger towns. Upon this map is
delineated the main routes through the town in white and the secondary routes
in gray, the names of the streets and well-established landmarks, so that a
person can make a decision of the route he wishes to take and follow it without
difficulty. The color scheme is white letters on black background. They are
oriented to read in the direction of travel so that if the signboard were pushed
over ahead on its back the road would point in the direction of travel. On the
map in red is a star with the words, “You are now at this point.”
On the top of mountain grades Maryland erects boards similar in size to the
map boards, which state the number of miles down the mountain, indicate
curves and give concise instructions how to drive down so as to avoid accident
and personal injury. This is to assist inexperienced drivers and those
unacquainted with the region by telling how to brake their cars by putting them
into “high,” “intermediate,” and “low” at certain places, which, of course, will
be very helpful, and may save an accident.
Where the state roads cross from Maryland into neighboring states a large
sign 15 to 25 feet is erected on which is displayed the salient features of the
state motor vehicle law. No one, therefore, need be ignorant of the law and thus
unpleasantly encounter the state police. The contract price of these signs range
from $12 for a single face direction sign to $347.50 for a state-line motor
of the landscape.
In Maryland the direction signs between towns are 30 inches wide by 20
inches high and display in white letters on a black background the name of the
road, the distance to and from important points, and all principal connections.
Evidently “the wayfaring men though fools shall not err therein.” Other states
are putting up similar signs. Illinois is using about the same size boards setting
them for each turn in the road, each entering road, whether or not it comes in
from one or both sides, each school and other places where special care should
be taken. On a map attached to some of these signs is a point or star indicating
the position of the sign on the road.
INTERNATIONAL ROAD CONGRESS WARNING SIGNS
WHITE ON BLACK BACKGROUND
WARNING SIGNS AS USED ON SOME AMERICAN ROADS
BLACK ON WHITE BACKGROUND
In addition to direction and distance signs Maryland erects large, 10 feet
square, map signs at the limits of each of the larger towns. Upon this map is
delineated the main routes through the town in white and the secondary routes
in gray, the names of the streets and well-established landmarks, so that a
person can make a decision of the route he wishes to take and follow it without
difficulty. The color scheme is white letters on black background. They are
oriented to read in the direction of travel so that if the signboard were pushed
over ahead on its back the road would point in the direction of travel. On the
map in red is a star with the words, “You are now at this point.”
On the top of mountain grades Maryland erects boards similar in size to the
map boards, which state the number of miles down the mountain, indicate
curves and give concise instructions how to drive down so as to avoid accident
and personal injury. This is to assist inexperienced drivers and those
unacquainted with the region by telling how to brake their cars by putting them
into “high,” “intermediate,” and “low” at certain places, which, of course, will
be very helpful, and may save an accident.
Where the state roads cross from Maryland into neighboring states a large
sign 15 to 25 feet is erected on which is displayed the salient features of the
state motor vehicle law. No one, therefore, need be ignorant of the law and thus
unpleasantly encounter the state police. The contract price of these signs range
from $12 for a single face direction sign to $347.50 for a state-line motor
Page 388
vehicle law sign. They are kept in repair by the contractor at prices ranging
from $3.50 to $20 each per year.[231]
Detour Signs. —Perhaps nothing is more exasperating to the tourist than to
come to a barricade with the word “Detour,” and then find the detour road
practically impassable. In many states the contractor on a piece of construction
work is obligated to care for detour roads and detour signs during the time the
road is closed. Finding the obligation not well fulfilled several of the states are
taking over that work in order that it might be done in a manner to satisfy the
traveling public. Wisconsin[232] considers the proper marking and maintaining
of detours more important than similar work of the regular trunk routes, for
well-marked detours are necessary to keep enthusiasm for good road
construction alive. Minnesota, North Carolina, and other states have adopted
similar plans.
Before a road is closed a detour is selected and marked and thus
automatically becomes a part of the state trunk line system. A map sign is
placed at the ends of long detours showing the road under construction, the
detour, the location of railways, cities, and prominent natural features. The
traveler thus gets a definite idea of the way he must go to return to the main
highway. Ordinary markers are placed along the line of detour.
In Connecticut and some other states a half width of the roadway is paved at
a time, allowing the other half to be used while the first half is under
construction. This is possible where the detour is not too long, or if there is
passing room in the one-half way. Concrete is well adapted for this sort of
construction. The joint down the center is a benefit rather than a detriment to
this type of road surface; it acts as an expansion joint and allows a certain
amount of flexibility under the warping action of heat, and furnishes a mid-line
mark to keep passenger traffic in proper lanes.
from $3.50 to $20 each per year.[231]
Detour Signs. —Perhaps nothing is more exasperating to the tourist than to
come to a barricade with the word “Detour,” and then find the detour road
practically impassable. In many states the contractor on a piece of construction
work is obligated to care for detour roads and detour signs during the time the
road is closed. Finding the obligation not well fulfilled several of the states are
taking over that work in order that it might be done in a manner to satisfy the
traveling public. Wisconsin[232] considers the proper marking and maintaining
of detours more important than similar work of the regular trunk routes, for
well-marked detours are necessary to keep enthusiasm for good road
construction alive. Minnesota, North Carolina, and other states have adopted
similar plans.
Before a road is closed a detour is selected and marked and thus
automatically becomes a part of the state trunk line system. A map sign is
placed at the ends of long detours showing the road under construction, the
detour, the location of railways, cities, and prominent natural features. The
traveler thus gets a definite idea of the way he must go to return to the main
highway. Ordinary markers are placed along the line of detour.
In Connecticut and some other states a half width of the roadway is paved at
a time, allowing the other half to be used while the first half is under
construction. This is possible where the detour is not too long, or if there is
passing room in the one-half way. Concrete is well adapted for this sort of
construction. The joint down the center is a benefit rather than a detriment to
this type of road surface; it acts as an expansion joint and allows a certain
amount of flexibility under the warping action of heat, and furnishes a mid-line
mark to keep passenger traffic in proper lanes.
Page 389
Yellow on Black.
Yellow on Black.
Yellow on Black.
White on Blue.
Yellow on Black.
Yellow on Black.
White on Blue.
Page 390
An improved form is given below:
Yellow on Black.
Traffic Guides
(From Eno’s “The Science of Highway Traffic Regulation.”)
Widening the roadway before reconstruction has begun will also furnish
room for the passage of vehicles. Of course under either of these two last
methods the passing vehicles are more or less of a nuisance to the constructor
and if a reasonably direct detour entirely away from the work under
construction can be maintained in satisfactory condition so much the better.
While the traffic must be inconvenienced to some degree by detours the fact
that an effort is being made by the road authorities to make the substitute as
pleasant as possible will leave a “good taste in the mouth” of the traveling
public which is worth while whether that traffic is local or from a distance.
Location of Detour Markers. —The location or arrangement of detour
markers in reference to the traveled way has received considerable attention. Of
course the first signs are the barricade warning and at the barricade. In Illinois
the State Department of Highways requires the barricade warning to be placed
about 400 feet from the barricade. The map signs of Wisconsin, Minnesota, and
North Carolina are used also as barricade signs. Any driver, not authorized,
passing a barricade is by the laws of some states subject to arrest and fine.
Detour arrows are placed at road intersections in such a manner that traffic
going in either direction may follow the arrow. Illinois uses a black arrow on a
white background. Iowa has somewhat similar signs except that the color
scheme is a white arrow on a black background. The word “detour” is printed
Yellow on Black.
Traffic Guides
(From Eno’s “The Science of Highway Traffic Regulation.”)
Widening the roadway before reconstruction has begun will also furnish
room for the passage of vehicles. Of course under either of these two last
methods the passing vehicles are more or less of a nuisance to the constructor
and if a reasonably direct detour entirely away from the work under
construction can be maintained in satisfactory condition so much the better.
While the traffic must be inconvenienced to some degree by detours the fact
that an effort is being made by the road authorities to make the substitute as
pleasant as possible will leave a “good taste in the mouth” of the traveling
public which is worth while whether that traffic is local or from a distance.
Location of Detour Markers. —The location or arrangement of detour
markers in reference to the traveled way has received considerable attention. Of
course the first signs are the barricade warning and at the barricade. In Illinois
the State Department of Highways requires the barricade warning to be placed
about 400 feet from the barricade. The map signs of Wisconsin, Minnesota, and
North Carolina are used also as barricade signs. Any driver, not authorized,
passing a barricade is by the laws of some states subject to arrest and fine.
Detour arrows are placed at road intersections in such a manner that traffic
going in either direction may follow the arrow. Illinois uses a black arrow on a
white background. Iowa has somewhat similar signs except that the color
scheme is a white arrow on a black background. The word “detour” is printed
Page 391
above and below the arrow and the one painted out that is not needed after the
sign is erected. In Iowa upon primary (State) roads the district engineer, and
upon county roads the county engineer, is held responsible for the following:
First.—He shall determine whether or not a detour is needed.
Second.—He shall coöperate with the local officials in choosing a detour.
Third.—He shall provide for the proper marking of the detour.
Fourth.—He shall provide for the maintenance of the detour and report such provision in the central
office.
Speed Signs. —Most cities and towns have speed limits lower than that
allowed in the open country. Some of them even divide the city into zones and
make a different limit for each zone. On the outer edge of these zones and the
outer edge of the city are often placed signs of warning such as “Speed Limit,
15 miles per hour.” In one city was facetiously added “Go slow and see our
city, go fast and see our jail.” On the backs of these signs, the side seen by the
traveler as he leaves, are sometimes painted the words “You’re Welcome—
Come Again.” All of which is to give the traveler a good impression and thus
advertise the community.
Traffic Guides. —Before leaving the subject perhaps something more should
be said about traffic guides in the cities as most of what precedes has been
written with a view to country roads, although many of these signs are
applicable to city streets.
Lines upon the pavement should be used to define crosswalks, parking
spaces, and restricted and reserved zones. Curbstones may be painted white or
yellow to indicate no parking against them. In parking spaces the stall lines are
painted, as this will keep vehicles close together and more will be able to park.
If they are allowed to drive in promiscuously there will often be half and three-
quarter spaces which cannot be used. Painted lines should be about 4 inches
wide. If well put on with good paint they will wear for a considerable period. A
painted line down the center of a roadway, especially on curves, is a great
convenience and safety device for passing vehicles.
Eno tells us that the earliest traffic regulation signs in New York were
worded “Slow moving Vehicles, Keep Near Curb.” These were followed
gradually by many others.
It is not necessary to place on signs the name of the department authorizing
them as, “Police Department,” “Department of Streets and Alleys,” as these
take up room and make the signs no more impressive. The simpler and shorter
the wording the better. I have been told, I did not see it, that in Boston instead
of having a sign read “One-way Traffic,” it is made to say, “Vehicles Using
sign is erected. In Iowa upon primary (State) roads the district engineer, and
upon county roads the county engineer, is held responsible for the following:
First.—He shall determine whether or not a detour is needed.
Second.—He shall coöperate with the local officials in choosing a detour.
Third.—He shall provide for the proper marking of the detour.
Fourth.—He shall provide for the maintenance of the detour and report such provision in the central
office.
Speed Signs. —Most cities and towns have speed limits lower than that
allowed in the open country. Some of them even divide the city into zones and
make a different limit for each zone. On the outer edge of these zones and the
outer edge of the city are often placed signs of warning such as “Speed Limit,
15 miles per hour.” In one city was facetiously added “Go slow and see our
city, go fast and see our jail.” On the backs of these signs, the side seen by the
traveler as he leaves, are sometimes painted the words “You’re Welcome—
Come Again.” All of which is to give the traveler a good impression and thus
advertise the community.
Traffic Guides. —Before leaving the subject perhaps something more should
be said about traffic guides in the cities as most of what precedes has been
written with a view to country roads, although many of these signs are
applicable to city streets.
Lines upon the pavement should be used to define crosswalks, parking
spaces, and restricted and reserved zones. Curbstones may be painted white or
yellow to indicate no parking against them. In parking spaces the stall lines are
painted, as this will keep vehicles close together and more will be able to park.
If they are allowed to drive in promiscuously there will often be half and three-
quarter spaces which cannot be used. Painted lines should be about 4 inches
wide. If well put on with good paint they will wear for a considerable period. A
painted line down the center of a roadway, especially on curves, is a great
convenience and safety device for passing vehicles.
Eno tells us that the earliest traffic regulation signs in New York were
worded “Slow moving Vehicles, Keep Near Curb.” These were followed
gradually by many others.
It is not necessary to place on signs the name of the department authorizing
them as, “Police Department,” “Department of Streets and Alleys,” as these
take up room and make the signs no more impressive. The simpler and shorter
the wording the better. I have been told, I did not see it, that in Boston instead
of having a sign read “One-way Traffic,” it is made to say, “Vehicles Using
Page 392
This Street Will Follow in the Direction of the Arrow Only.” This may be
merely a slam at the Bostonese but it illustrates the point.
merely a slam at the Bostonese but it illustrates the point.
Page 393
Yellow on Black. Yellow on Black.
Improperly worded signs.
Yellow on Black.
Yellow on Black.
Improperly worded signs.
Yellow on Black.
Yellow on Black.
Page 394
New York City Traffic Guides
“In November, 1903, one hundred blue and white enameled signs, directing slow-moving vehicles
to keep near the right-hand curb, were put in use in New York. These were probably the first traffic
regulation signs ever used.”
(From Eno’s “The Science of Highway Traffic Regulation.”)
There are several types of signs in use. Most of them are made of enameled
metal and may be placed on stationary or portable standards. The stationary
standards may be made of iron pipe set in cement with the sign attached to its
top. The sign should be just above a tall man’s head, say 6 feet 6 inches from
the walk. Portable standards are frequently used, having an elongated (nearly
elliptical) iron base, sufficiently heavy to hold them upright, and a pipe
extending from a hole in the center vertically about 4 feet high, to bear the sign.
These signs are placed on sidewalks to designate parking and no parking
places, safety zones, etc.
Dummy Cop. —A post, column, or monument designed to stand at the
intersection of streets in place of a traffic officer has been called a dummy cop.
Mushrooms or cement bumps are sometimes utilized in the same manner.
Bumpers are used, too, to indicate restricted and safety zones, isles of safety,
etc. A dummy cop at night ought to carry a lantern or be illuminated from some
outside source.
Semaphores. —A traffic officer sometimes uses a Go-Stop sign so arranged
at the top of a standard that by turning a handle he can present one or the other
of these two words to the traffic. Some of them carry a light at night, and an
umbrella to shade the officer during the day. They are objected to on the ground
that there is no neutral position, they always say either “Go” or “Stop.” If by a
change in plan they could be designed so as to show neither word when the
officer was not at his post they could act as dummy cops.
Crow’s-nest, or traffic tower, is a term given to a lookout or sentry box
supported about 7 feet 6 inches above the street by a strong post. The crow’s-
nest has a roof for shade and shelter and may carry a semaphore above it, and
another lower down to attract the eye of nearby persons. As used in New York
the arms have electrical control, and at night carry red lights. The semaphore is
for the block system and may be made superfluous when rotary traffic methods
are in vogue. Mr. Eno, who is given credit for the suggestion of the crow’s-nest,
does not believe that they should be installed at every intersection, as a
“continuous block system wastes too much of the traffic capacity of the street
because between the time the signal is given to stop and the time the signal is
given to go the vehicles (just ahead of the break) have gone ahead a long
“In November, 1903, one hundred blue and white enameled signs, directing slow-moving vehicles
to keep near the right-hand curb, were put in use in New York. These were probably the first traffic
regulation signs ever used.”
(From Eno’s “The Science of Highway Traffic Regulation.”)
There are several types of signs in use. Most of them are made of enameled
metal and may be placed on stationary or portable standards. The stationary
standards may be made of iron pipe set in cement with the sign attached to its
top. The sign should be just above a tall man’s head, say 6 feet 6 inches from
the walk. Portable standards are frequently used, having an elongated (nearly
elliptical) iron base, sufficiently heavy to hold them upright, and a pipe
extending from a hole in the center vertically about 4 feet high, to bear the sign.
These signs are placed on sidewalks to designate parking and no parking
places, safety zones, etc.
Dummy Cop. —A post, column, or monument designed to stand at the
intersection of streets in place of a traffic officer has been called a dummy cop.
Mushrooms or cement bumps are sometimes utilized in the same manner.
Bumpers are used, too, to indicate restricted and safety zones, isles of safety,
etc. A dummy cop at night ought to carry a lantern or be illuminated from some
outside source.
Semaphores. —A traffic officer sometimes uses a Go-Stop sign so arranged
at the top of a standard that by turning a handle he can present one or the other
of these two words to the traffic. Some of them carry a light at night, and an
umbrella to shade the officer during the day. They are objected to on the ground
that there is no neutral position, they always say either “Go” or “Stop.” If by a
change in plan they could be designed so as to show neither word when the
officer was not at his post they could act as dummy cops.
Crow’s-nest, or traffic tower, is a term given to a lookout or sentry box
supported about 7 feet 6 inches above the street by a strong post. The crow’s-
nest has a roof for shade and shelter and may carry a semaphore above it, and
another lower down to attract the eye of nearby persons. As used in New York
the arms have electrical control, and at night carry red lights. The semaphore is
for the block system and may be made superfluous when rotary traffic methods
are in vogue. Mr. Eno, who is given credit for the suggestion of the crow’s-nest,
does not believe that they should be installed at every intersection, as a
“continuous block system wastes too much of the traffic capacity of the street
because between the time the signal is given to stop and the time the signal is
given to go the vehicles (just ahead of the break) have gone ahead a long
Page 395
distance.... This leaves a large proportion of the street surface unoccupied by
vehicles.”[233] The rotary system is advocated as one which will distribute the
traffic uniformly over the whole surface of the street, and also equalize the
speed of vehicles to a safe mean. Crow’s-nests may be used where there are
street cars by making them high enough to clear the top of the cars.
Signal Lights and Colors. —The railroads in all these years have not come
to a common usage of colors in signaling. All roads use red for stop, danger.
Some use white and some green to proceed with caution; white and green are
both used for clear, proceed. Here white is the same as yellow, because lanterns
using oil burn with a yellow light which railroad men call white. Electric
signals may be white in reality.
There now seems to be a demand for standardization and at a meeting of the
American Association of State Highway Officers (1922, at Raleigh, N. C.) a
color scheme was recommended that may become a standard for both motorists
and railroads. One of the difficulties is that red and danger are no longer
properly associated because of the common use of the red for tail lights of
automobiles, for sandpiles or other street obstructions, for the tops of
semaphores, and for various other purposes. The story is told that not long ago
a bridge was being repaired and a red light was placed at one side. The signal
was intended as a warning that the autoist slow down and proceed with caution.
The driver of an approaching car took the lantern to be the tail light of an
automobile. He swung to the left to clear the obstruction and plunged down an
embankment.
vehicles.”[233] The rotary system is advocated as one which will distribute the
traffic uniformly over the whole surface of the street, and also equalize the
speed of vehicles to a safe mean. Crow’s-nests may be used where there are
street cars by making them high enough to clear the top of the cars.
Signal Lights and Colors. —The railroads in all these years have not come
to a common usage of colors in signaling. All roads use red for stop, danger.
Some use white and some green to proceed with caution; white and green are
both used for clear, proceed. Here white is the same as yellow, because lanterns
using oil burn with a yellow light which railroad men call white. Electric
signals may be white in reality.
There now seems to be a demand for standardization and at a meeting of the
American Association of State Highway Officers (1922, at Raleigh, N. C.) a
color scheme was recommended that may become a standard for both motorists
and railroads. One of the difficulties is that red and danger are no longer
properly associated because of the common use of the red for tail lights of
automobiles, for sandpiles or other street obstructions, for the tops of
semaphores, and for various other purposes. The story is told that not long ago
a bridge was being repaired and a red light was placed at one side. The signal
was intended as a warning that the autoist slow down and proceed with caution.
The driver of an approaching car took the lantern to be the tail light of an
automobile. He swung to the left to clear the obstruction and plunged down an
embankment.
Page 396
© Underwood and Underwood
TRAFFIC TOWER ON FIFTH AVENUE, NEW YORK CITY
TRAFFIC TOWER ON FIFTH AVENUE, NEW YORK CITY
Page 397
It would be better if red should never be used as a precaution signal but only
as a stop signal, but at the present time that cannot be done because
automobiles now carry, and most states require it by law, a red light behind.
The color once considered a sign of danger has become almost meaningless.
Red lanterns are placed on roads, or at bridges, or in the street where the road is
not impassable but merely hazardous and the light in reality means proceed
carefully. If colors are to be signals to tell whether or not to stop on account of
danger, to proceed cautiously or to go ahead without fear, they should be
standardized and their proper use protected.
The code of colors as recommended by the Association of State Highway
Officials is:
Color Green to mean proceed, the way is clear.
Color Yellow to mean that caution shall be exercised.
Color Red to mean stop.
The Association urges abolishment of the red for automobile tail lights and
the substitution of yellow (white). There are other reasons why this should be
done; one of them, a white light will illuminate the number tag much better
than a red light. In fact Ohio requires a red light shining out behind and a white
light to illuminate the tag. On the other hand by the different colored lights one
can distinguish whether one is going toward the front or back of an automobile,
a thing of importance, sometimes.
This may be far enough to go at the present time, but later the standardization
of other signal and guide lights would be well. The red light on street
obstructions should be abolished. Better a bright white light for with good
illumination the danger will often disappear.
Road and Street Lighting. —While road and street lighting are primarily for
the purpose of promoting safety, they, as signs and guides, are here treated
under the heading of comfort and convenience to the user.
Like other things pertaining to roads, lighting has during the past few years
seen wonderful development. Open-arc lights have all but passed out of use.
Even in the field of incandescent lighting many improvements have and are still
being made. Efforts have been made to cater to the esthetic sense and create
beauty by artistic shapes and sizes of lamps and by harmonious groupings.
Safety, comfort, and esthetic design cannot always be combined, then one or
the other must give way.
Silhouette vision, that is, where the object appears dark against a lighter
background, requires a much less illumination intensity than direct or detail
vision. In the first case the object is between the observer and the light while in
as a stop signal, but at the present time that cannot be done because
automobiles now carry, and most states require it by law, a red light behind.
The color once considered a sign of danger has become almost meaningless.
Red lanterns are placed on roads, or at bridges, or in the street where the road is
not impassable but merely hazardous and the light in reality means proceed
carefully. If colors are to be signals to tell whether or not to stop on account of
danger, to proceed cautiously or to go ahead without fear, they should be
standardized and their proper use protected.
The code of colors as recommended by the Association of State Highway
Officials is:
Color Green to mean proceed, the way is clear.
Color Yellow to mean that caution shall be exercised.
Color Red to mean stop.
The Association urges abolishment of the red for automobile tail lights and
the substitution of yellow (white). There are other reasons why this should be
done; one of them, a white light will illuminate the number tag much better
than a red light. In fact Ohio requires a red light shining out behind and a white
light to illuminate the tag. On the other hand by the different colored lights one
can distinguish whether one is going toward the front or back of an automobile,
a thing of importance, sometimes.
This may be far enough to go at the present time, but later the standardization
of other signal and guide lights would be well. The red light on street
obstructions should be abolished. Better a bright white light for with good
illumination the danger will often disappear.
Road and Street Lighting. —While road and street lighting are primarily for
the purpose of promoting safety, they, as signs and guides, are here treated
under the heading of comfort and convenience to the user.
Like other things pertaining to roads, lighting has during the past few years
seen wonderful development. Open-arc lights have all but passed out of use.
Even in the field of incandescent lighting many improvements have and are still
being made. Efforts have been made to cater to the esthetic sense and create
beauty by artistic shapes and sizes of lamps and by harmonious groupings.
Safety, comfort, and esthetic design cannot always be combined, then one or
the other must give way.
Silhouette vision, that is, where the object appears dark against a lighter
background, requires a much less illumination intensity than direct or detail
vision. In the first case the object is between the observer and the light while in
Page 398
the second case the light is reflected from the object to the observer. Then there
are spot lights and flood lights where the light is thrown directly upon the
object and as little as possible allowed to disperse into surrounding space. Dean
Ferguson[234] has pointed out that safety lighting is secured by any illumination
that will reveal clearly the presence and nature of a danger, and also that low
illumination intensities used in silhouette effect may serve for safety at a greatly
reduced expense. Much of street lighting is of the silhouette type, depending on
the relative positions of the observer, the illuminant, and the object to be seen.
As we approach a post or sand pile on the street it appears first as a black object
in silhouette, as we come nearer the reflected light becomes more intense and
the object is seen in detail. There seems to be a sort of twilight zone between
these two conditions where the visibility is least. The silhouette vision appears
to be best when the intensity of the reflected light is least, and vice versa for the
detail or direct vision. The indeterminate place between the two where visibility
is least is, of course, where the light behind is equal in intensity to the reflected
light in front. One object of the illuminating engineer is so to arrange the lights
as to avoid as far as possible points of low visibility. This he does by the size
and spacing of the light units, their height of suspension and the shape and
setting of the reflectors. These same elements enter into the avoidance of glare.
In city and street lighting it is nearly always desirable to illuminate the
buildings as well as the road surface, so that the type of lamp used is entirely
different from that desirable on country roads where only the surface of the
roadway needs to be lighted. Ornamental lights of the luminous arc and the
incandescent types are used. The former where a large amount of intense light
is wanted, and the latter where smaller units will answer the purpose.
The latest road lighting is, perhaps, that developed for the “Ideal Section”
mentioned heretofore.[235] Here it was important to concentrate the light on the
roadway instead of diffusing it upward and over the adjoining fields, to have a
flexibility of arrangement that would keep the light in line with the surface of
the roadway, and that the cost should be reasonable. The scheme developed
contemplates placing the lighting units on adjustable brackets 35 feet above the
surface of the road, spaced 250 feet, staggered. They can be set for varying
grades, for curves, or for the lighting of a portion of the roadside if thought
necessary. The unit consists of a nest of three reflectors, one within another, and
with an opening in each one side of the lamp. These collect and reflect the light
to the surface as shown in the figure. The detailed article should be consulted
by those who are further interested.
City Traffic. —Projectors suspended above a traffic officer illuminates him
and his semaphore much as spot lights are used in theaters and flood lights to
are spot lights and flood lights where the light is thrown directly upon the
object and as little as possible allowed to disperse into surrounding space. Dean
Ferguson[234] has pointed out that safety lighting is secured by any illumination
that will reveal clearly the presence and nature of a danger, and also that low
illumination intensities used in silhouette effect may serve for safety at a greatly
reduced expense. Much of street lighting is of the silhouette type, depending on
the relative positions of the observer, the illuminant, and the object to be seen.
As we approach a post or sand pile on the street it appears first as a black object
in silhouette, as we come nearer the reflected light becomes more intense and
the object is seen in detail. There seems to be a sort of twilight zone between
these two conditions where the visibility is least. The silhouette vision appears
to be best when the intensity of the reflected light is least, and vice versa for the
detail or direct vision. The indeterminate place between the two where visibility
is least is, of course, where the light behind is equal in intensity to the reflected
light in front. One object of the illuminating engineer is so to arrange the lights
as to avoid as far as possible points of low visibility. This he does by the size
and spacing of the light units, their height of suspension and the shape and
setting of the reflectors. These same elements enter into the avoidance of glare.
In city and street lighting it is nearly always desirable to illuminate the
buildings as well as the road surface, so that the type of lamp used is entirely
different from that desirable on country roads where only the surface of the
roadway needs to be lighted. Ornamental lights of the luminous arc and the
incandescent types are used. The former where a large amount of intense light
is wanted, and the latter where smaller units will answer the purpose.
The latest road lighting is, perhaps, that developed for the “Ideal Section”
mentioned heretofore.[235] Here it was important to concentrate the light on the
roadway instead of diffusing it upward and over the adjoining fields, to have a
flexibility of arrangement that would keep the light in line with the surface of
the roadway, and that the cost should be reasonable. The scheme developed
contemplates placing the lighting units on adjustable brackets 35 feet above the
surface of the road, spaced 250 feet, staggered. They can be set for varying
grades, for curves, or for the lighting of a portion of the roadside if thought
necessary. The unit consists of a nest of three reflectors, one within another, and
with an opening in each one side of the lamp. These collect and reflect the light
to the surface as shown in the figure. The detailed article should be consulted
by those who are further interested.
City Traffic. —Projectors suspended above a traffic officer illuminates him
and his semaphore much as spot lights are used in theaters and flood lights to
Page 399
illuminate statuary and buildings. Many of the busy cities are installing color
lenses in the towers (crow’s-nests) to regulate the traffic. The colors which are
used both day and night are standardized as follows: Red, to indicate “Stop”;
amber, to indicate “Change of traffic”; and green, to indicate “Go.”
Touring. —Stand for a few minutes on any one of the transcontinental
highways and note the tourists who have their bedding and baggage piled in
and tied to the sides of their cars. Note the brown and healthy faces of the
brown-clad travelers. Dust has no horrors to them; they expect it; they are
prepared for it. Their khaki clothing cost little when purchased and wears well,
and even if thrown away at the end of the journey has more than paid its way.
The author of “Let me live by the side of the road and be a friend to man” could
certainly enjoy himself during these mid-summer gypsying days. For one has
the world brought to his own dooryard. Wait and there will come to you Maine,
and California, and Texas, and Oregon, Michigan, Canada, Mexico. A man
drove on my driveway a few days ago and used my hose to wash Texas soil
from his fenders, and now that yellow dirt is nourishing a spirea bush in
Nebraska.
Come around in the evening just after the supper, not dinner, utensils have
been cleared away, and from these roadside campers in the course of the
summer you may hear the Vermonter drop the “r” from “qua’teh” and put it into
“idear,” the Georgian with his delightful Southern drawl, a Minnesotan with
high-pitched voice and Scandanavian accent, or a musically soft Spanish from
the Rio Grande regions. All the world’s make of automobiles may be inspected,
their good and bad features discussed. Outing outfits of all characters and
descriptions from the small compact bundle scarcely big enough for a flea, to
the cumbersome behemoth mountain of canvas, boxes, and poles. There is the
man who believes Detroit is destined to be the largest city in the world, and the
man who is certain nothing can compare with Los Angeles. Truly the man who
lives beside the road may have, if he is endowed with gumption, a joyful time
as the perennial reel runs on.
But if such things come to the man who sits in his house beside the road and
watches the race of men go by, what must be the feelings of the man of
gypsying instinct as he climbs into his car, caring not for time or place, who has
not painstakingly scheduled his route and must perforce make a certain hotel
every night, who is no “speed lizard” but expects to take in as he journeys
along all the scenic beauties and interesting features along the way. His only
care is to head-about at the proper time to bring him home again at the end of
his vacation.
lenses in the towers (crow’s-nests) to regulate the traffic. The colors which are
used both day and night are standardized as follows: Red, to indicate “Stop”;
amber, to indicate “Change of traffic”; and green, to indicate “Go.”
Touring. —Stand for a few minutes on any one of the transcontinental
highways and note the tourists who have their bedding and baggage piled in
and tied to the sides of their cars. Note the brown and healthy faces of the
brown-clad travelers. Dust has no horrors to them; they expect it; they are
prepared for it. Their khaki clothing cost little when purchased and wears well,
and even if thrown away at the end of the journey has more than paid its way.
The author of “Let me live by the side of the road and be a friend to man” could
certainly enjoy himself during these mid-summer gypsying days. For one has
the world brought to his own dooryard. Wait and there will come to you Maine,
and California, and Texas, and Oregon, Michigan, Canada, Mexico. A man
drove on my driveway a few days ago and used my hose to wash Texas soil
from his fenders, and now that yellow dirt is nourishing a spirea bush in
Nebraska.
Come around in the evening just after the supper, not dinner, utensils have
been cleared away, and from these roadside campers in the course of the
summer you may hear the Vermonter drop the “r” from “qua’teh” and put it into
“idear,” the Georgian with his delightful Southern drawl, a Minnesotan with
high-pitched voice and Scandanavian accent, or a musically soft Spanish from
the Rio Grande regions. All the world’s make of automobiles may be inspected,
their good and bad features discussed. Outing outfits of all characters and
descriptions from the small compact bundle scarcely big enough for a flea, to
the cumbersome behemoth mountain of canvas, boxes, and poles. There is the
man who believes Detroit is destined to be the largest city in the world, and the
man who is certain nothing can compare with Los Angeles. Truly the man who
lives beside the road may have, if he is endowed with gumption, a joyful time
as the perennial reel runs on.
But if such things come to the man who sits in his house beside the road and
watches the race of men go by, what must be the feelings of the man of
gypsying instinct as he climbs into his car, caring not for time or place, who has
not painstakingly scheduled his route and must perforce make a certain hotel
every night, who is no “speed lizard” but expects to take in as he journeys
along all the scenic beauties and interesting features along the way. His only
care is to head-about at the proper time to bring him home again at the end of
his vacation.
Page 400
It is estimated that more than a million persons are following some such
nomadic life each year in the United States. The term “motor-gypsy,” has been
quite definitely applied by the people to those who tour leisurely and camp
more or less as they go. A part of the people set aside six months or a year to a
long tour, seeking the north, south, coast or mountain as fancy, heat and cold
dictate, a greater number travel from two to four months, going one year to the
Michigan forests, another to the lakes of Wisconsin and Minnesota, passing
through the great granaries of the world to the cooling breezes of Colorado,
ambling along the coast to Georgia and Florida, following the windings of the
Mississippi to the old Creole districts of Louisiana, up the Platte or through the
Black Hills, to trout fishing in Wyoming, or stopping at the borders for walking
trips over the wildernesses in the Yellowstone and Glacier National parks. The
entire expanse of a most wonderful nation is open to the motor-gypsy.
Camping Grounds. —So important has this sort of travel become that it is
estimated that about 3000 cities and towns over the country, beginning in the
Middle West and now spread to both coasts, have public automobile camping
grounds for the traveling visitors. These are provided and kept up by the cities
themselves or by chambers of commerce or automobile clubs; sometimes by
combinations of these organizations.
The question often arises, “Does it pay?” From a financial standpoint it
probably pays the community as a whole even if every individual who
subscribes does not receive reimbursement. In the first place the tourist’s
impression of a city is influenced by the treatment he receives. If an effort is
made to furnish him with a safe and comfortable camping site and with
facilities for cooking and cleaning he returns home with praises for that city. He
tells other tourists that he meets on the way, he tells his neighbors after he gets
home, and other and still other tourists come. On the contrary if no provision is
made for the tourist, if he is not met with a glad hand he naturally warns others
to keep away or plan to pass through in the daytime, spending what spare time
they have farther on in more hospitable centers.
Secondly, tourists always spend some money for food and supplies, for
gasoline, tires, accessories, repairs, and with increasing frequency for hotels.
Clothing and dry-goods stores profit to some extent. Since thousands of dollars
are brought to those towns lying on the main thoroughfares having good
camping facilities, and since this money will be respent by those receiving it
directly, the entire community in the long run benefits by the touring traffic.
Denver possibly averages 400 to 500 campers per day during the summer
season. Omaha, Kansas City, Lincoln, Deadwood and all the smaller places to
the Rocky Mountains entertain from 25 to 100 per day. The actual tourists are
nomadic life each year in the United States. The term “motor-gypsy,” has been
quite definitely applied by the people to those who tour leisurely and camp
more or less as they go. A part of the people set aside six months or a year to a
long tour, seeking the north, south, coast or mountain as fancy, heat and cold
dictate, a greater number travel from two to four months, going one year to the
Michigan forests, another to the lakes of Wisconsin and Minnesota, passing
through the great granaries of the world to the cooling breezes of Colorado,
ambling along the coast to Georgia and Florida, following the windings of the
Mississippi to the old Creole districts of Louisiana, up the Platte or through the
Black Hills, to trout fishing in Wyoming, or stopping at the borders for walking
trips over the wildernesses in the Yellowstone and Glacier National parks. The
entire expanse of a most wonderful nation is open to the motor-gypsy.
Camping Grounds. —So important has this sort of travel become that it is
estimated that about 3000 cities and towns over the country, beginning in the
Middle West and now spread to both coasts, have public automobile camping
grounds for the traveling visitors. These are provided and kept up by the cities
themselves or by chambers of commerce or automobile clubs; sometimes by
combinations of these organizations.
The question often arises, “Does it pay?” From a financial standpoint it
probably pays the community as a whole even if every individual who
subscribes does not receive reimbursement. In the first place the tourist’s
impression of a city is influenced by the treatment he receives. If an effort is
made to furnish him with a safe and comfortable camping site and with
facilities for cooking and cleaning he returns home with praises for that city. He
tells other tourists that he meets on the way, he tells his neighbors after he gets
home, and other and still other tourists come. On the contrary if no provision is
made for the tourist, if he is not met with a glad hand he naturally warns others
to keep away or plan to pass through in the daytime, spending what spare time
they have farther on in more hospitable centers.
Secondly, tourists always spend some money for food and supplies, for
gasoline, tires, accessories, repairs, and with increasing frequency for hotels.
Clothing and dry-goods stores profit to some extent. Since thousands of dollars
are brought to those towns lying on the main thoroughfares having good
camping facilities, and since this money will be respent by those receiving it
directly, the entire community in the long run benefits by the touring traffic.
Denver possibly averages 400 to 500 campers per day during the summer
season. Omaha, Kansas City, Lincoln, Deadwood and all the smaller places to
the Rocky Mountains entertain from 25 to 100 per day. The actual tourists are
Page 401
many more, for not nearly all camp along the way. The Omaha Auto Club
registered cars in 1921 carrying over 40,000 tourists. Other gateways passed
fully as many, and not nearly all took the trouble to look up the club office to
register. During the winter season the gypsying traffic turns south and Georgia,
Florida, and on west to California, benefit by it.
A traffic census made simultaneously on eighteen Nebraska roads,
distributed widely over the state, of vehicles passing in one week (August 20-
26, 1922), showed a total of 88,958 divided as follows:
Inter- Inter- Percentage
County County State Total Co. I-C. I-S.
Automobile 40,598 25,595 13,560 79,753 51 32 17
Light Truck 2,465 886 242 3,593 68 25 7
Heavy Truck 1,547 556 140 2,243 69 25 6
Horse-drawn, passenger 1,303 1,303
Horse-drawn, freight 2,066 2,066
Total 47,979 27,037 13,942 88,958
What is especially interesting in this connection is that nearly one-sixth of all
the automobiles or one automobile in six, comes from without the state, and
one in three from without the county. Connecticut censuses, Connecticut being
a small state between thickly populated states, shows a much higher ratio, 47
per cent without the state.
All sorts of cars from the most expensive to the cheapest are found and they
seem to be harmonious when on the camping ground; the Pierce-Arrow and the
Rolls-Royce do not look disdainfully at the Ford and the Chevrolet, neither do
the latter pretend an importance greater than their due.
Democracy of cars and democracy of people ought to lead to a better
understanding all around. Some very excellent and well-to-do ladies of a
western city went to a hotel in one of the national parks for luncheon. They
were clad in khaki trousers and blouses which had seen considerable wear. The
dining room was full and they were placed at a table where some distinguished
looking and well-dressed men were talking stocks and bonds. The ladies in
such garb were nonplused, they were embarrassed to the limit; but the men,
being also gentlemen, gave their names and became acquainted. So pleasant
proved this little dinner participated in by the khaki-clothed ladies and stylishly
attired men that at its conclusion they shook hands heartily and bade each other
Godspeed for the remaining journey and hoped that, not like ships that pass
each other in the night, they would again meet to renew an acquaintance so
happily begun. Such is the democracy of touring.
registered cars in 1921 carrying over 40,000 tourists. Other gateways passed
fully as many, and not nearly all took the trouble to look up the club office to
register. During the winter season the gypsying traffic turns south and Georgia,
Florida, and on west to California, benefit by it.
A traffic census made simultaneously on eighteen Nebraska roads,
distributed widely over the state, of vehicles passing in one week (August 20-
26, 1922), showed a total of 88,958 divided as follows:
Inter- Inter- Percentage
County County State Total Co. I-C. I-S.
Automobile 40,598 25,595 13,560 79,753 51 32 17
Light Truck 2,465 886 242 3,593 68 25 7
Heavy Truck 1,547 556 140 2,243 69 25 6
Horse-drawn, passenger 1,303 1,303
Horse-drawn, freight 2,066 2,066
Total 47,979 27,037 13,942 88,958
What is especially interesting in this connection is that nearly one-sixth of all
the automobiles or one automobile in six, comes from without the state, and
one in three from without the county. Connecticut censuses, Connecticut being
a small state between thickly populated states, shows a much higher ratio, 47
per cent without the state.
All sorts of cars from the most expensive to the cheapest are found and they
seem to be harmonious when on the camping ground; the Pierce-Arrow and the
Rolls-Royce do not look disdainfully at the Ford and the Chevrolet, neither do
the latter pretend an importance greater than their due.
Democracy of cars and democracy of people ought to lead to a better
understanding all around. Some very excellent and well-to-do ladies of a
western city went to a hotel in one of the national parks for luncheon. They
were clad in khaki trousers and blouses which had seen considerable wear. The
dining room was full and they were placed at a table where some distinguished
looking and well-dressed men were talking stocks and bonds. The ladies in
such garb were nonplused, they were embarrassed to the limit; but the men,
being also gentlemen, gave their names and became acquainted. So pleasant
proved this little dinner participated in by the khaki-clothed ladies and stylishly
attired men that at its conclusion they shook hands heartily and bade each other
Godspeed for the remaining journey and hoped that, not like ships that pass
each other in the night, they would again meet to renew an acquaintance so
happily begun. Such is the democracy of touring.
Page 402
On the contrary an editorial writer in the Saturday Evening Post, November
18, 1922, expresses incredulity of the offhand opinion “that travel of any kind
must rub off the sharp edges of provincialism.” He says the “American tourist
in Europe has long been the subject of ridicule,” and that travel in many cases
“appears to accentuate narrow-mindedness.” It is further argued that “too much
travel means practical disfranchisement and a total lack of interest in local
affairs.” There is no doubt but that anything, even touring, can be carried to
extremes. The editorial concludes with the statement, however, that travel “can
teach no lesson of more value than the knowledge that everywhere, whether the
climate be hot or cold, the towns large or small, men of upstanding character
are spending their lives to make those communities better places in which to
live.” It must be acknowledged that the fact that only about one-half of the
persons eligible to the franchise exercise the right of voting at the general
elections indicates that not enough interest is taken in affairs of government.
Anything which tends to decrease the interest is, therefore, bad. But moderate
touring in our own country ought to give a person a wider view, a stronger love
of country, and a deeper sense of the importance and benefits of citizenship
therein.
A majority of the cars are of the type that would cost less than $1500,
because there are more cars of that type in use. One of the most elaborate
caravans seen on the D. L. D. highway this summer is a Winton six, with a
lengthened frame on which is built a square van-like structure, with doors and
windows and a rear observation platform. The driver’s seat is completely
enclosed. By its side is a door which gives entrance to the interior of the car. Its
size may be judged from the fact that the wheel base is 202 inches. In the front
part of the car are rattan arm chairs deeply upholstered for all the members of
the party. There is an ample aisle. In the rear of the car is a kitchenette, a
lavatory, storerooms, cloak rooms and many miscellaneous conveniences. At
night the car is run to a convenient place by the side of the road or in a special
camping place. The end of the observation platform is let down, a tent is
hooked over the rear hood, and there is room in a jiffy for cots for three people.
Two double beds are made up in the aisle of the main car, giving plenty of room
for seven.
In the morning it takes but little time to prepare breakfast in the kitchenette.
The car has running water from a tank holding about thirty gallons. It is lighted
by electricity and has every convenience that one can think of. This is the
fourth car designed by its owner, Dr. E. J. Fithian of Grove City, Pennsylvania.
It cost him a little less than $10,000. He believes it possible to plan a shorter car
that will serve every purpose for a little more than $5000. The car makes from
18, 1922, expresses incredulity of the offhand opinion “that travel of any kind
must rub off the sharp edges of provincialism.” He says the “American tourist
in Europe has long been the subject of ridicule,” and that travel in many cases
“appears to accentuate narrow-mindedness.” It is further argued that “too much
travel means practical disfranchisement and a total lack of interest in local
affairs.” There is no doubt but that anything, even touring, can be carried to
extremes. The editorial concludes with the statement, however, that travel “can
teach no lesson of more value than the knowledge that everywhere, whether the
climate be hot or cold, the towns large or small, men of upstanding character
are spending their lives to make those communities better places in which to
live.” It must be acknowledged that the fact that only about one-half of the
persons eligible to the franchise exercise the right of voting at the general
elections indicates that not enough interest is taken in affairs of government.
Anything which tends to decrease the interest is, therefore, bad. But moderate
touring in our own country ought to give a person a wider view, a stronger love
of country, and a deeper sense of the importance and benefits of citizenship
therein.
A majority of the cars are of the type that would cost less than $1500,
because there are more cars of that type in use. One of the most elaborate
caravans seen on the D. L. D. highway this summer is a Winton six, with a
lengthened frame on which is built a square van-like structure, with doors and
windows and a rear observation platform. The driver’s seat is completely
enclosed. By its side is a door which gives entrance to the interior of the car. Its
size may be judged from the fact that the wheel base is 202 inches. In the front
part of the car are rattan arm chairs deeply upholstered for all the members of
the party. There is an ample aisle. In the rear of the car is a kitchenette, a
lavatory, storerooms, cloak rooms and many miscellaneous conveniences. At
night the car is run to a convenient place by the side of the road or in a special
camping place. The end of the observation platform is let down, a tent is
hooked over the rear hood, and there is room in a jiffy for cots for three people.
Two double beds are made up in the aisle of the main car, giving plenty of room
for seven.
In the morning it takes but little time to prepare breakfast in the kitchenette.
The car has running water from a tank holding about thirty gallons. It is lighted
by electricity and has every convenience that one can think of. This is the
fourth car designed by its owner, Dr. E. J. Fithian of Grove City, Pennsylvania.
It cost him a little less than $10,000. He believes it possible to plan a shorter car
that will serve every purpose for a little more than $5000. The car makes from
Page 403
150 to 200 miles a day over ordinary roads. It weighs 8200 pounds fully loaded
with gas, water, and supplies. It is said to ride as easily as an ordinary
automobile. The passengers sit in their chairs and watch the scenery glide by
very much as from the window of a Pullman, but with this difference, that they
are free to go and pause at will, and can see interesting sights, if they desire, off
the main lines of travel.
Another caravan built on a Ford car passed through Lincoln last summer. It
carried Mr. and Mrs. C. B. Hays of Great Falls, Montana, who have lived in it
for two years, winter and summer. Failing health induced Mr. Hays to take to
the simple life, and a stroke of paralysis made it impossible for Mrs. Hays to
walk. Two years’ outdoor life and roughing it have restored health to both,
besides during that time they have saved much on house rent.
In their caravan, the windows along the sides could be pushed out like an
awning and an oil cloth curtain dropped down. On one side of the car a long
cushion served as a seat during the day and by adding other cushions it made a
bed at night. A large flat box did duty as a linen closet while fastened around
the sides were numerous bags or pockets for taking care of articles which at
home are kept in bureau drawers. In one corner was a small oil stove with a tiny
oven upon which was cooked wholesome meals well relished by the outdoor
wanderers.
When dinner was ready, the door of the china cupboard swung down on its
hinges and a table large enough for two was soon dispensing nourishment for
the hungry nomads. They dine, too, in the restful atmosphere of delightful
music. No, not a phonograph. From the beamed ceiling of this unique house
swings a yellow canary in his gilded cage. Can you imagine any music more
alluring to perfect joy and rest or more alarming to the dread monster
indigestion?
Even the crumbs are not wasted, for they are relished by the pug, who likes
to sleep curled up on his bed on top of the fender.
At the side of the car Mr. Hays has apparently solved the hand signal
problem for closed cars. A stuffed glove attached to a broad arm may be raised
partially for a left-hand turn, fully for a right-hand turn, straight out to stop, and
dropped to the side of the car when not in use. A white enamel water cooler was
an attractive accessory to the dining room. A wash-board and a small tub told
the story of how wearing apparel was laundered. Mrs. Hays wants a sewing
machine, and although space is very much limited she says she will find the
room.
Is there any wonder that health and youth return with this sort of “play”
housekeeping. “Can you beat it?”
with gas, water, and supplies. It is said to ride as easily as an ordinary
automobile. The passengers sit in their chairs and watch the scenery glide by
very much as from the window of a Pullman, but with this difference, that they
are free to go and pause at will, and can see interesting sights, if they desire, off
the main lines of travel.
Another caravan built on a Ford car passed through Lincoln last summer. It
carried Mr. and Mrs. C. B. Hays of Great Falls, Montana, who have lived in it
for two years, winter and summer. Failing health induced Mr. Hays to take to
the simple life, and a stroke of paralysis made it impossible for Mrs. Hays to
walk. Two years’ outdoor life and roughing it have restored health to both,
besides during that time they have saved much on house rent.
In their caravan, the windows along the sides could be pushed out like an
awning and an oil cloth curtain dropped down. On one side of the car a long
cushion served as a seat during the day and by adding other cushions it made a
bed at night. A large flat box did duty as a linen closet while fastened around
the sides were numerous bags or pockets for taking care of articles which at
home are kept in bureau drawers. In one corner was a small oil stove with a tiny
oven upon which was cooked wholesome meals well relished by the outdoor
wanderers.
When dinner was ready, the door of the china cupboard swung down on its
hinges and a table large enough for two was soon dispensing nourishment for
the hungry nomads. They dine, too, in the restful atmosphere of delightful
music. No, not a phonograph. From the beamed ceiling of this unique house
swings a yellow canary in his gilded cage. Can you imagine any music more
alluring to perfect joy and rest or more alarming to the dread monster
indigestion?
Even the crumbs are not wasted, for they are relished by the pug, who likes
to sleep curled up on his bed on top of the fender.
At the side of the car Mr. Hays has apparently solved the hand signal
problem for closed cars. A stuffed glove attached to a broad arm may be raised
partially for a left-hand turn, fully for a right-hand turn, straight out to stop, and
dropped to the side of the car when not in use. A white enamel water cooler was
an attractive accessory to the dining room. A wash-board and a small tub told
the story of how wearing apparel was laundered. Mrs. Hays wants a sewing
machine, and although space is very much limited she says she will find the
room.
Is there any wonder that health and youth return with this sort of “play”
housekeeping. “Can you beat it?”
Page 404
Something More Moderate. —While there are many persons of means, the
owners of expensive cars, pitching their tents in shady nooks, enjoying the
sociability of glowing camp fires, and sleeping to the music of gurgling trout
streams, there are also those who drive cheaper cars who are enjoying the same
starry nights, the hum of bees and the flash of birds, who take the gamy trout to
help out their daily rations, who stop to regale themselves with wild berries and
chokecherries, who relish the chuck-chuck of the red squirrel, and the flirt of
the saucy chipmunk’s tail as he scurries to a hiding place. Wealth has no
monopoly on the enjoyment of nature, and most any one who is able to own a
car of any kind is able to take a more or less lengthy gypsying tour.
Mr. Elon Jessup[236] says “Motor camping is the only way in which many
people can afford to travel at all.” He tells of meeting in Banff, Canada, a
farmer, his wife and five children, who were enjoying the wondrous sights in
that region, and while their car was somewhat rickety, nevertheless it had drawn
them there. The farmer’s explanation was to the effect that he had wanted for
years to take his family to that country but had never been able to stand the
expense until he got the flivver. Then going did not cost much more than
staying at home.
There will be all sorts of conveyances ranging from the simple touring car
with no modifications whatsoever to the elaborate caravan described. There are
also on the market all sorts of special accessories. A pantograph luggage-holder
clamps on the running board. Tents that cover the car at night and extend out
sidewise, or endwise, to shelter cots, beds, or cooking and eating equipment.
Beds that attach to the running board and fold up during the day; beds that fit
on top of the seats. Sets of dishes and cooking utensils are now made to nest
into each other in such a manner as to take up very little space.
Mr. Jessup in “The Motor Camping Book,” already referred to, elaborates
considerably on equipping the camping outfit but intimates that it is a matter for
individual judgment. No two persons can agree. This is right, as it gives
flexibility and zest. Summed up there are two fundamentals: Only necessities
should be taken and these should be selected for compactness. But what are
necessities? blankets to roll up in on the ground? or should a cot or bed be
included? Would a folding table and a chair help to make one more
comfortable. It is a compromise between what one would like and what one has
room for.
Mrs. Nina Wilcox Putnam[237] thinks that for a transcontinental trip a touring
car of medium size with good under clearance to avoid hitting the high centers
in some of the western roads is best. As she patronized hotels exclusively no
camping equipage was necessary. For clothing for women she says that east of
owners of expensive cars, pitching their tents in shady nooks, enjoying the
sociability of glowing camp fires, and sleeping to the music of gurgling trout
streams, there are also those who drive cheaper cars who are enjoying the same
starry nights, the hum of bees and the flash of birds, who take the gamy trout to
help out their daily rations, who stop to regale themselves with wild berries and
chokecherries, who relish the chuck-chuck of the red squirrel, and the flirt of
the saucy chipmunk’s tail as he scurries to a hiding place. Wealth has no
monopoly on the enjoyment of nature, and most any one who is able to own a
car of any kind is able to take a more or less lengthy gypsying tour.
Mr. Elon Jessup[236] says “Motor camping is the only way in which many
people can afford to travel at all.” He tells of meeting in Banff, Canada, a
farmer, his wife and five children, who were enjoying the wondrous sights in
that region, and while their car was somewhat rickety, nevertheless it had drawn
them there. The farmer’s explanation was to the effect that he had wanted for
years to take his family to that country but had never been able to stand the
expense until he got the flivver. Then going did not cost much more than
staying at home.
There will be all sorts of conveyances ranging from the simple touring car
with no modifications whatsoever to the elaborate caravan described. There are
also on the market all sorts of special accessories. A pantograph luggage-holder
clamps on the running board. Tents that cover the car at night and extend out
sidewise, or endwise, to shelter cots, beds, or cooking and eating equipment.
Beds that attach to the running board and fold up during the day; beds that fit
on top of the seats. Sets of dishes and cooking utensils are now made to nest
into each other in such a manner as to take up very little space.
Mr. Jessup in “The Motor Camping Book,” already referred to, elaborates
considerably on equipping the camping outfit but intimates that it is a matter for
individual judgment. No two persons can agree. This is right, as it gives
flexibility and zest. Summed up there are two fundamentals: Only necessities
should be taken and these should be selected for compactness. But what are
necessities? blankets to roll up in on the ground? or should a cot or bed be
included? Would a folding table and a chair help to make one more
comfortable. It is a compromise between what one would like and what one has
room for.
Mrs. Nina Wilcox Putnam[237] thinks that for a transcontinental trip a touring
car of medium size with good under clearance to avoid hitting the high centers
in some of the western roads is best. As she patronized hotels exclusively no
camping equipage was necessary. For clothing for women she says that east of
Page 405
the Mississippi she and her husband found it practical to wear just such motor
clothes as one would wear at home, but they should be “dirt-colored.” West of
the Mississippi “khaki for all hands becomes positively de rigueur.” West of
Kansas City, both men and women wear trousers. She assures ladies they can
“walk into the best hotels through the Far West in the aforesaid garments
without the slightest embarrassment.” A complete list of the clothing carried by
Mr. and Mrs. Putnam is given in the article above referred to and those who
expect to take the trip might do well to look it up.
Heavy as well as light clothing will be needed when traveling through the
Rocky Mountain region. The nights and mornings are always cool, but under
the direct action of the sun the valleys often become extremely hot. The only
rule is, carry as little as you can and still be comfortable.
Camp Sites. —A gentleman, who with his wife and a Chevrolet coupé, the
rear of which was modified into a large box about 5 feet square and 2 feet deep,
who has “gypsied” across the United States several times from east to west and
from north to south, says the problem of a camping ground for an average town
is simple. Only a small tract is needed, and if it is properly looked after he
thinks the tourists will not complain of a modest charge that will make it self
sustaining. The average tourist would prefer the small charge and clean
surroundings.[238] “A block is enough space, if the affair is in the hands of a
competent caretaker, who will see that cars and tents are properly placed and
guarded. People who tour in ordinary cars like to be close together. They are
not aristocrats. They are folks. They like to visit around and talk roads, and
examine outfits and discuss their plans. The best camps are divided into small
plots by wooden palings on three sides. The caretaker shows you your place
and it is your home for 25 cents a day. This money pays the caretaker and gives
you the use of shower baths and lavatory. The best camps have city gas for
cooking, bought through a slot meter. Some of them have ovens, but gas is
better. The stoves are in a shed, which becomes the club house of the women.
They meet there and cook and wash and complain about the reckless driving of
their husbands, and tell where their married children live and have a glorious
time.
clothes as one would wear at home, but they should be “dirt-colored.” West of
the Mississippi “khaki for all hands becomes positively de rigueur.” West of
Kansas City, both men and women wear trousers. She assures ladies they can
“walk into the best hotels through the Far West in the aforesaid garments
without the slightest embarrassment.” A complete list of the clothing carried by
Mr. and Mrs. Putnam is given in the article above referred to and those who
expect to take the trip might do well to look it up.
Heavy as well as light clothing will be needed when traveling through the
Rocky Mountain region. The nights and mornings are always cool, but under
the direct action of the sun the valleys often become extremely hot. The only
rule is, carry as little as you can and still be comfortable.
Camp Sites. —A gentleman, who with his wife and a Chevrolet coupé, the
rear of which was modified into a large box about 5 feet square and 2 feet deep,
who has “gypsied” across the United States several times from east to west and
from north to south, says the problem of a camping ground for an average town
is simple. Only a small tract is needed, and if it is properly looked after he
thinks the tourists will not complain of a modest charge that will make it self
sustaining. The average tourist would prefer the small charge and clean
surroundings.[238] “A block is enough space, if the affair is in the hands of a
competent caretaker, who will see that cars and tents are properly placed and
guarded. People who tour in ordinary cars like to be close together. They are
not aristocrats. They are folks. They like to visit around and talk roads, and
examine outfits and discuss their plans. The best camps are divided into small
plots by wooden palings on three sides. The caretaker shows you your place
and it is your home for 25 cents a day. This money pays the caretaker and gives
you the use of shower baths and lavatory. The best camps have city gas for
cooking, bought through a slot meter. Some of them have ovens, but gas is
better. The stoves are in a shed, which becomes the club house of the women.
They meet there and cook and wash and complain about the reckless driving of
their husbands, and tell where their married children live and have a glorious
time.
Page 406
CAMPING GROUND AND CARAVAN
Page 407
A GIPSYING TOURING CARAVAN
“The men spend their spare hours buying supplies and talking and smoking,
chewing, and pitching horseshoes. They also have the best time in the world. If
the auto camp is next door to a good garage so much the better. Between here
and the coast the common thing is the private auto park.”
Camps, in Mr. Harrison’s opinion, should not only be near a garage, for
convenience and information, but also as near the business center as possible
“because the tourists like to go up town to get a restaurant meal, buy soda water
and postal cards, and take a squint at the movies.” As the car is usually a part of
the tent and usually more or less cluttered up with baggage the camp site should
preferably be in walking distance of the center of town. Too many towns have
the camp sites away out where more land is obtainable, and possible natural
shade. They should be near the main lines of travel and as stated the nearer a
garage and grocery store the better.
The time will no doubt come when garage men with business acumen will
establish camping facilities, though the space be small, in connection with their
garages and charge a small fee the same as they do now for stabling the car
overnight.
“The men spend their spare hours buying supplies and talking and smoking,
chewing, and pitching horseshoes. They also have the best time in the world. If
the auto camp is next door to a good garage so much the better. Between here
and the coast the common thing is the private auto park.”
Camps, in Mr. Harrison’s opinion, should not only be near a garage, for
convenience and information, but also as near the business center as possible
“because the tourists like to go up town to get a restaurant meal, buy soda water
and postal cards, and take a squint at the movies.” As the car is usually a part of
the tent and usually more or less cluttered up with baggage the camp site should
preferably be in walking distance of the center of town. Too many towns have
the camp sites away out where more land is obtainable, and possible natural
shade. They should be near the main lines of travel and as stated the nearer a
garage and grocery store the better.
The time will no doubt come when garage men with business acumen will
establish camping facilities, though the space be small, in connection with their
garages and charge a small fee the same as they do now for stabling the car
overnight.
Page 408
Possibly the Denver public camp ground is the most liberally patronized of
any in the United States. El Paso, Texas, has a small park not more than 200
feet square that tourists claim to be the best cared for of any in the west.
Olympia, Washington, is praised by tourists for her camping facilities. Only
very recently has the camp idea reached the eastern coast, but the newspaper
accounts indicate that it is taking hold.
Hotels. —For those persons who do not care to camp there are always hotels.
During the busy season, however, those in the larger towns which have gained a
reputation with the traveling public are usually full to overflowing. Many
tourists telegraph ahead, from one to two days, for accommodations. Rooms
can be obtained in all the towns but not always bath in connection, or even
running water. Throughout the well-settled communities meals and luncheons
may be obtained at most any hour. In the sparsely settled regions lunches are
put up by the hotels which can be carried in the car for the noonday
refreshment, care being taken to reach the next settlement for dinner in the
evening.
The evening scene in a popular tourist hotel reminds one of the old wayside
inns. There the tourists, usually spruced up for the evening, with the travelers’
camaraderie, are talking, smoking, and enjoying each others’ company.
Parks. —The great National parks are being used more each year by
automobile tourists. Good hotel and camping facilities are available. These
parks are set aside by the Government for the preservation of marvelous natural
beauty and grandeur, and the government desires that they be used to the
utmost by the citizenry. Perhaps 100,000 people will visit the Yellowstone
National Park this (1922) season, of which 75 per cent will come by private
automobile. Naturally the larger number come from the nearby states, but last
year practically all states were represented. Montana sending 2892 and Maine
1. The patronage is likely to continue and grow. Other National parks and the
United States Forest Reserves will also receive their share.
Several states are beginning to recognize the need for play and recreational
grounds. New York has built a magnificent automobile road up the Bronx River
Parkway Drive and through the Adirondacks, and the State Conservation
Commission has built along these highways many stone fireplaces for the
special use of motorists. Colorado is building an automobile road up Mount
Evans, thus heading off private parties who wished Government permission to
build a toll road. Michigan will develop tourist roads to attract the summer
traveler. The field secretary of the State Good Roads Association maintains that
such roads will bring an annual revenue to Michigan of $75,000,000 to
$100,000,000 annually through the resort trade. Scarcely a state but has some
any in the United States. El Paso, Texas, has a small park not more than 200
feet square that tourists claim to be the best cared for of any in the west.
Olympia, Washington, is praised by tourists for her camping facilities. Only
very recently has the camp idea reached the eastern coast, but the newspaper
accounts indicate that it is taking hold.
Hotels. —For those persons who do not care to camp there are always hotels.
During the busy season, however, those in the larger towns which have gained a
reputation with the traveling public are usually full to overflowing. Many
tourists telegraph ahead, from one to two days, for accommodations. Rooms
can be obtained in all the towns but not always bath in connection, or even
running water. Throughout the well-settled communities meals and luncheons
may be obtained at most any hour. In the sparsely settled regions lunches are
put up by the hotels which can be carried in the car for the noonday
refreshment, care being taken to reach the next settlement for dinner in the
evening.
The evening scene in a popular tourist hotel reminds one of the old wayside
inns. There the tourists, usually spruced up for the evening, with the travelers’
camaraderie, are talking, smoking, and enjoying each others’ company.
Parks. —The great National parks are being used more each year by
automobile tourists. Good hotel and camping facilities are available. These
parks are set aside by the Government for the preservation of marvelous natural
beauty and grandeur, and the government desires that they be used to the
utmost by the citizenry. Perhaps 100,000 people will visit the Yellowstone
National Park this (1922) season, of which 75 per cent will come by private
automobile. Naturally the larger number come from the nearby states, but last
year practically all states were represented. Montana sending 2892 and Maine
1. The patronage is likely to continue and grow. Other National parks and the
United States Forest Reserves will also receive their share.
Several states are beginning to recognize the need for play and recreational
grounds. New York has built a magnificent automobile road up the Bronx River
Parkway Drive and through the Adirondacks, and the State Conservation
Commission has built along these highways many stone fireplaces for the
special use of motorists. Colorado is building an automobile road up Mount
Evans, thus heading off private parties who wished Government permission to
build a toll road. Michigan will develop tourist roads to attract the summer
traveler. The field secretary of the State Good Roads Association maintains that
such roads will bring an annual revenue to Michigan of $75,000,000 to
$100,000,000 annually through the resort trade. Scarcely a state but has some
Page 409
attraction to the tourist; it would be well to make its advantages known to the
public that they might be enjoyed to their fullest extent.
Information. —The last sentence brings us to an important topic. The tourist
at the present time inquires at the nearest garage or hotel for information
relative to routes and condition of roads, detours, accommodations, etc. This is
well, but all these people do not have at hand a knowledge of the information
sought, so the traveler must pass on and trust to luck that he may get through.
Chambers of Commerce and automobile clubs have endeavored to fill the want,
and in the Middle West these places are sought by hundreds of people daily.
Some of the large newspapers have drawn on their advantageous news-
gathering facilities and publish each morning a statement of road conditions
and detours.
The Minneapolis Journal says that when it established its bureau of travel
and resort information, “the new agency was overwhelmed from the start with
eager inquirers for facts and advice.” Information is the one thing that a tourist
fairly yearns for, even more than for food, gas, and oil; he knows where to go to
satisfy these wants. The manager of the Journal, Perry S. Williams, who is also
vice-president of the Associated Advertising Clubs of the World, has in mind a
plan for “dotting the whole countryside with little information bureaus, where
the traveler can learn what’s what and feel easy in relying on what he learns.
Every community under this plan is to have its own bureau and to make it
easily accessible to the wanderer.”
But the state of Wisconsin which has long been among the foremost in the
development of new road ideas, has beaten them to it, for already the
Commission conducts a department of “Highway Information Service.” A
blueprint map of the state trunk highway system is furnished weekly to all
subscribers. The map shows the type of road on every mile of the system, the
location of all construction jobs and of all detours and the condition of the
detours. The map is revised weekly. Information up to Tuesday is mapped and
in the hands of subscribers by Thursday, in time to supply information for
week-end motor trips. This information is sold by the state to hotels,
commercial associations, automobile clubs, garages, and other places where
touring information is sought. The map is 54 by 60 inches in size and mounted
on a frame or bulletin board to be placed in a conspicuous place. A charge of
ten dollars is made for this service for the season from June 1 to September 15.
The charge barely covers the cost of blueprinting.
While it may be the duty of the state to furnish the roads and do all possible
to promote transportation, local bureaus will be able to supplement the State’s
information in a very acceptable manner.
public that they might be enjoyed to their fullest extent.
Information. —The last sentence brings us to an important topic. The tourist
at the present time inquires at the nearest garage or hotel for information
relative to routes and condition of roads, detours, accommodations, etc. This is
well, but all these people do not have at hand a knowledge of the information
sought, so the traveler must pass on and trust to luck that he may get through.
Chambers of Commerce and automobile clubs have endeavored to fill the want,
and in the Middle West these places are sought by hundreds of people daily.
Some of the large newspapers have drawn on their advantageous news-
gathering facilities and publish each morning a statement of road conditions
and detours.
The Minneapolis Journal says that when it established its bureau of travel
and resort information, “the new agency was overwhelmed from the start with
eager inquirers for facts and advice.” Information is the one thing that a tourist
fairly yearns for, even more than for food, gas, and oil; he knows where to go to
satisfy these wants. The manager of the Journal, Perry S. Williams, who is also
vice-president of the Associated Advertising Clubs of the World, has in mind a
plan for “dotting the whole countryside with little information bureaus, where
the traveler can learn what’s what and feel easy in relying on what he learns.
Every community under this plan is to have its own bureau and to make it
easily accessible to the wanderer.”
But the state of Wisconsin which has long been among the foremost in the
development of new road ideas, has beaten them to it, for already the
Commission conducts a department of “Highway Information Service.” A
blueprint map of the state trunk highway system is furnished weekly to all
subscribers. The map shows the type of road on every mile of the system, the
location of all construction jobs and of all detours and the condition of the
detours. The map is revised weekly. Information up to Tuesday is mapped and
in the hands of subscribers by Thursday, in time to supply information for
week-end motor trips. This information is sold by the state to hotels,
commercial associations, automobile clubs, garages, and other places where
touring information is sought. The map is 54 by 60 inches in size and mounted
on a frame or bulletin board to be placed in a conspicuous place. A charge of
ten dollars is made for this service for the season from June 1 to September 15.
The charge barely covers the cost of blueprinting.
While it may be the duty of the state to furnish the roads and do all possible
to promote transportation, local bureaus will be able to supplement the State’s
information in a very acceptable manner.
Page 410
SELECTED REFERENCES
Bell, H. H., “Improved Lighting System to be Installed on the Lincoln Highway,” Electrical World, Vol.
LXXIX, pp. 731-732.
Blanchard, Harold F., “A Comparison of Ramp and Elevator Types of Garages,” Bus Transportation,
June, 1922.
Brook, Mark, “Highway Signs,” American Highway Engineers’ Handbook, pp. 1390-1394.
Capper, Arthur, “The Midwest Farm Market for Motor Trucks,” National Automobile Chamber of
Commerce, New York.
Eno, William Phelps, “Science of Highway Traffic,” Published by himself and distributed by Brentano’s,
New York.
Evans, P. and Batchelder, A. G., “Direction and Distance Signs,” Engineering and Contracting, July 30,
1913.
Ferguson, O. J., “Electric Lighting,” Chap. XXI, McGraw-Hill Book Company, New York.
Firestone Ship by Truck Bureau, Akron, Bulletin No. 7, “The Motor Truck Terminal.”
Harrison, J. L., “Color Schemes for Highway Signs,” Engineering and Contracting, Oct. 13, 1915, p.
280.
Isabella, N. M., “The Wisconsin Idea as Applied to Detours a Source of Satisfaction to Motorists,”
Concrete Highway Magazine, April, 1922, Chicago.
Jenkins, Alfred, “A Motorized City,” National Automobile Chamber of Commerce.
Jessup, Elon, “The Motor Camping Book,” G. P. Putnam’s Sons, New York.
Lewis, Nelson P., “The Planning of the Modern City,” pp. 240-246, John Wiley & Sons.
“Omaha Union Stage Depot,” Bus Transportation, Vol. 1, p. 45.
Putnam, Nina Wilcox, “A Jitney Guide to the Santa Fé Trail,” Saturday Evening Post, June 10, 1922.
Halvorson, C. A. B., Jr. and Hussey, R. B., “Illumination of Highways,” Engineering and Contracting,
Vol. LVI, pp. 535-536.
Underwood, W. E., “The Trend of Modern Practice in Street Lighting,” Engineering World, Vol. XVII,
pp. 348-351.
Williar, Harry D., Jr., Articles on Road Signs, Public Roads, August, 1921, and Engineering and
Contracting, October 5, 1921.
FOOTNOTES
[222] Senator Arthur Capper in an address delivered before the Highway Transport Conference,
New York, 1920, said: “A recent investigation showed over 75 per cent of the Middle Western farmers
bought their cars not for pleasure, but for business.” But he did not say how they use them. He did, in
the same address, say, “A good road, plus a good motor truck, begets almost six motor trucks in any
community and in any locality.” Emulation and rivalry are great selling agents.
[223] After the above was written there appeared in the New York Herald this statement: “This
country consumed in May (1922), more than 13,000,000 barrels of gasoline. This is a matter of some
700,000,000 gallons.” The article goes on to calculate that in the use of this gasoline there was a travel
of 10,000,000,000 car miles, and “at an average of four persons to the car, 1,600,000 individual motor
Bell, H. H., “Improved Lighting System to be Installed on the Lincoln Highway,” Electrical World, Vol.
LXXIX, pp. 731-732.
Blanchard, Harold F., “A Comparison of Ramp and Elevator Types of Garages,” Bus Transportation,
June, 1922.
Brook, Mark, “Highway Signs,” American Highway Engineers’ Handbook, pp. 1390-1394.
Capper, Arthur, “The Midwest Farm Market for Motor Trucks,” National Automobile Chamber of
Commerce, New York.
Eno, William Phelps, “Science of Highway Traffic,” Published by himself and distributed by Brentano’s,
New York.
Evans, P. and Batchelder, A. G., “Direction and Distance Signs,” Engineering and Contracting, July 30,
1913.
Ferguson, O. J., “Electric Lighting,” Chap. XXI, McGraw-Hill Book Company, New York.
Firestone Ship by Truck Bureau, Akron, Bulletin No. 7, “The Motor Truck Terminal.”
Harrison, J. L., “Color Schemes for Highway Signs,” Engineering and Contracting, Oct. 13, 1915, p.
280.
Isabella, N. M., “The Wisconsin Idea as Applied to Detours a Source of Satisfaction to Motorists,”
Concrete Highway Magazine, April, 1922, Chicago.
Jenkins, Alfred, “A Motorized City,” National Automobile Chamber of Commerce.
Jessup, Elon, “The Motor Camping Book,” G. P. Putnam’s Sons, New York.
Lewis, Nelson P., “The Planning of the Modern City,” pp. 240-246, John Wiley & Sons.
“Omaha Union Stage Depot,” Bus Transportation, Vol. 1, p. 45.
Putnam, Nina Wilcox, “A Jitney Guide to the Santa Fé Trail,” Saturday Evening Post, June 10, 1922.
Halvorson, C. A. B., Jr. and Hussey, R. B., “Illumination of Highways,” Engineering and Contracting,
Vol. LVI, pp. 535-536.
Underwood, W. E., “The Trend of Modern Practice in Street Lighting,” Engineering World, Vol. XVII,
pp. 348-351.
Williar, Harry D., Jr., Articles on Road Signs, Public Roads, August, 1921, and Engineering and
Contracting, October 5, 1921.
FOOTNOTES
[222] Senator Arthur Capper in an address delivered before the Highway Transport Conference,
New York, 1920, said: “A recent investigation showed over 75 per cent of the Middle Western farmers
bought their cars not for pleasure, but for business.” But he did not say how they use them. He did, in
the same address, say, “A good road, plus a good motor truck, begets almost six motor trucks in any
community and in any locality.” Emulation and rivalry are great selling agents.
[223] After the above was written there appeared in the New York Herald this statement: “This
country consumed in May (1922), more than 13,000,000 barrels of gasoline. This is a matter of some
700,000,000 gallons.” The article goes on to calculate that in the use of this gasoline there was a travel
of 10,000,000,000 car miles, and “at an average of four persons to the car, 1,600,000 individual motor
Page 411
trips around the world (in distance) in May.” The United States Bureau of Mines gives the domestic
consumption of gasoline in the United States for 1921 as 4,516,012,979 gallons, an average of only
about 7,000,000 barrels per month.
[224] See also “Science of Highway Traffic,” by William Phelps Eno. Published by himself and
distributed by Brentano’s, New York City. A very valuable contribution to the literature of road
regulation.
[225] Eno, op. cit.
[226] See Eno, op. cit., p. 53.
[227] “A Comparison of Ramp and Elevator Type Garages,” by Harold F. Blanchard, Bus
Transportation, June, 1922.
[228] “A Motorized City,” by Alfred Jenkins, Secretary of, and published by, the National
Automobile Chamber of Commerce, 7 East 42d Street, New York.
[229] “Direction and Distance Signs,” by P. Evans and A. G. Batchelder, Engineering and
Contracting, July 30, 1913.
[230] Op. cit., p. 11.
[231] The information about Maryland’s signs is taken from articles by Harry D. Williar, Jr.,
Assistant Chief Engineer of the Maryland State Highway Road Commission, in Public Roads, August,
1921, and Engineering and Contracting, October 5, 1921.
[232] “The ‘Wisconsin Idea,’ as Applied to Detours a Source of Satisfaction to Motorists,” by N.
M. Isabella, Assistant Maintenance Engineer, in Concrete Highway Magazine, April, 1922.
[233] An article entitled “Prevent the Proposed Permanent Traffic Towers on Fifth Avenue,” by
Wm. P. Eno.
[234] “Electric Lighting,” by O. J. Ferguson; McGraw-Hill Book Company, New York.
[235] “Improved Lighting System to be Installed on the Lincoln Highway,” by H. H. Bell,
Electrical World, April 15, 1922.
[236] “The Motor Camping Book,” G. P. Putnam’s Sons, New York.
[237] “A Jitney Guide to the Santa Fé Trail,” by Nina Wilcox Putnam, in Saturday Evening Post,
June 10, 1922.
[238] Interview with Frank A. Harrison in Nebraska State Journal, July 12, 1921.
consumption of gasoline in the United States for 1921 as 4,516,012,979 gallons, an average of only
about 7,000,000 barrels per month.
[224] See also “Science of Highway Traffic,” by William Phelps Eno. Published by himself and
distributed by Brentano’s, New York City. A very valuable contribution to the literature of road
regulation.
[225] Eno, op. cit.
[226] See Eno, op. cit., p. 53.
[227] “A Comparison of Ramp and Elevator Type Garages,” by Harold F. Blanchard, Bus
Transportation, June, 1922.
[228] “A Motorized City,” by Alfred Jenkins, Secretary of, and published by, the National
Automobile Chamber of Commerce, 7 East 42d Street, New York.
[229] “Direction and Distance Signs,” by P. Evans and A. G. Batchelder, Engineering and
Contracting, July 30, 1913.
[230] Op. cit., p. 11.
[231] The information about Maryland’s signs is taken from articles by Harry D. Williar, Jr.,
Assistant Chief Engineer of the Maryland State Highway Road Commission, in Public Roads, August,
1921, and Engineering and Contracting, October 5, 1921.
[232] “The ‘Wisconsin Idea,’ as Applied to Detours a Source of Satisfaction to Motorists,” by N.
M. Isabella, Assistant Maintenance Engineer, in Concrete Highway Magazine, April, 1922.
[233] An article entitled “Prevent the Proposed Permanent Traffic Towers on Fifth Avenue,” by
Wm. P. Eno.
[234] “Electric Lighting,” by O. J. Ferguson; McGraw-Hill Book Company, New York.
[235] “Improved Lighting System to be Installed on the Lincoln Highway,” by H. H. Bell,
Electrical World, April 15, 1922.
[236] “The Motor Camping Book,” G. P. Putnam’s Sons, New York.
[237] “A Jitney Guide to the Santa Fé Trail,” by Nina Wilcox Putnam, in Saturday Evening Post,
June 10, 1922.
[238] Interview with Frank A. Harrison in Nebraska State Journal, July 12, 1921.
Page 412
INDEX
Accidents, highway, and their mitigation, 351-380
Agriculture, stage of, in development of civilization, 4-6. See Farms
Amos log loader, working of, 299
Anderson, A. P., tables from “Modern Road Building and
Maintenance” by, 269
Appian Way, famous highway, 23-24
Ashley, Wm. H., founder of Rocky Mountain Fur Company, 54
Asia, early highways in western, 19-21
Asphalt and asphalt block roads, good qualities of, 265-266
Assessments for highway improvement, 311-321
Astor, John Jacob, exploring expedition organized by, 55
Automobiles, railway passenger earnings affected by, 163; effects of,
on street-car lines, 164-166; great use of, for pleasure passenger
traffic, 187-189; estimate of cost per mile of riding in, 189 n.;
changes in society produced by, 203-208; effects on health, 211-213;
and crime, 213-214; percentage of accidents due to, 351-352;
responsibility of the driver for accidents and their avoidance, 352-
355; horns for, 356-357; stopping on grades, backing, etc., 357-358;
miscellaneous causes of accidents, 358 ff.; ranking and parking of,
420-425; ramp and elevator garages for, 427-429; gas, air, and water
stations, 433-434
Automotive transportation, analysis and discussion of, 181-218
Auto trucks, effects of, on railroads, 163-164. See Trucking by motor
Babson, Roger W., quoted on relations between railways and auto
trucks, 163-164
Backing of cars, accidents due to, 357-358
Baldwin Locomotive Works, origins of, 102
Beautification of roads, discussion of, 382-416
Bible, references in, to highways, 19-20
Bicycles, influence of, on roads, 127-136; highway accidents due to,
378
Accidents, highway, and their mitigation, 351-380
Agriculture, stage of, in development of civilization, 4-6. See Farms
Amos log loader, working of, 299
Anderson, A. P., tables from “Modern Road Building and
Maintenance” by, 269
Appian Way, famous highway, 23-24
Ashley, Wm. H., founder of Rocky Mountain Fur Company, 54
Asia, early highways in western, 19-21
Asphalt and asphalt block roads, good qualities of, 265-266
Assessments for highway improvement, 311-321
Astor, John Jacob, exploring expedition organized by, 55
Automobiles, railway passenger earnings affected by, 163; effects of,
on street-car lines, 164-166; great use of, for pleasure passenger
traffic, 187-189; estimate of cost per mile of riding in, 189 n.;
changes in society produced by, 203-208; effects on health, 211-213;
and crime, 213-214; percentage of accidents due to, 351-352;
responsibility of the driver for accidents and their avoidance, 352-
355; horns for, 356-357; stopping on grades, backing, etc., 357-358;
miscellaneous causes of accidents, 358 ff.; ranking and parking of,
420-425; ramp and elevator garages for, 427-429; gas, air, and water
stations, 433-434
Automotive transportation, analysis and discussion of, 181-218
Auto trucks, effects of, on railroads, 163-164. See Trucking by motor
Babson, Roger W., quoted on relations between railways and auto
trucks, 163-164
Backing of cars, accidents due to, 357-358
Baldwin Locomotive Works, origins of, 102
Beautification of roads, discussion of, 382-416
Bible, references in, to highways, 19-20
Bicycles, influence of, on roads, 127-136; highway accidents due to,
378
Page 413
Bodies, removable, a device for loading and unloading freight, 191-
192
Bonds, issuing of, for highway financing, 322-323; kinds of, 323-327;
total cost of a loan, by the three kinds, 327-328; the term of, 328-
331
Boone, Daniel, “Autobiography” quoted, 40-42
Boone’s Trace, account of, 39-43
Boston, early railroads centering at, 105
Brakes, parts played by, in automobile accidents, 359-360
Brick roads, good qualities of, 264
Bridger Pass, discovery of, 54
Bridges, road accidents caused by, 368
Buses. See Motor-buses
Cabot, Philip, article by, on New England railways, cited, 162;
calculations and figures by, 171-172
Calk, William, “Diary” of, quoted, 43-46
Camden & Amboy R.R., chartering of, 104
Camping grounds for motor tourists, 451-456
Canals, era of, in England, 14-15; in America, 70-75; passenger traffic
on, 75-76; inability of, to compete with railways, and results, 76-77;
ship, 77; Sault Ste. Marie, Welland, and Cape Cod, 77; Panama
Canal, 77-88
Canoes, travel and transportation by, 34-35
Cape Cod, ship canal across, 77
Cattle. See Stock raising
Census. See Traffic census
Central Pacific Ry., building of, 112
Charleston & Hamburg R.R., building of, 103
Chesapeake and Ohio Canal, building of, 73
Civilization, transportation a measure of, 1 ff.; five stages in, 1-2; stage
of Direct Appropriation, 2-4; Pastoral Stage, 4; Agricultural Stage,
4-5; Handicraft Stage, 6-12; Industrial Stage, 14-18
Clark, William. See Lewis and Clark
Clayton-Bulwer Treaty, terms of, 83
Clermont, Robert Fulton’s steamboat, 89
Clinton, De Witt, efforts of, in behalf of canal-building, 71
192
Bonds, issuing of, for highway financing, 322-323; kinds of, 323-327;
total cost of a loan, by the three kinds, 327-328; the term of, 328-
331
Boone, Daniel, “Autobiography” quoted, 40-42
Boone’s Trace, account of, 39-43
Boston, early railroads centering at, 105
Brakes, parts played by, in automobile accidents, 359-360
Brick roads, good qualities of, 264
Bridger Pass, discovery of, 54
Bridges, road accidents caused by, 368
Buses. See Motor-buses
Cabot, Philip, article by, on New England railways, cited, 162;
calculations and figures by, 171-172
Calk, William, “Diary” of, quoted, 43-46
Camden & Amboy R.R., chartering of, 104
Camping grounds for motor tourists, 451-456
Canals, era of, in England, 14-15; in America, 70-75; passenger traffic
on, 75-76; inability of, to compete with railways, and results, 76-77;
ship, 77; Sault Ste. Marie, Welland, and Cape Cod, 77; Panama
Canal, 77-88
Canoes, travel and transportation by, 34-35
Cape Cod, ship canal across, 77
Cattle. See Stock raising
Census. See Traffic census
Central Pacific Ry., building of, 112
Charleston & Hamburg R.R., building of, 103
Chesapeake and Ohio Canal, building of, 73
Civilization, transportation a measure of, 1 ff.; five stages in, 1-2; stage
of Direct Appropriation, 2-4; Pastoral Stage, 4; Agricultural Stage,
4-5; Handicraft Stage, 6-12; Industrial Stage, 14-18
Clark, William. See Lewis and Clark
Clayton-Bulwer Treaty, terms of, 83
Clermont, Robert Fulton’s steamboat, 89
Clinton, De Witt, efforts of, in behalf of canal-building, 71
Page 414
Coaches. See Stagecoaches
Colonial days, transportation in, 34-46
Concrete roads, good and poor qualities of, 264
Consolidated Rural Schools, importance of motor transportation to,
208-210
Container, the demountable, 176, 192-193
Cooper, Peter, locomotive built and operated by, 100-101
Coöperative marketing, advantages of, 277-282
Corporations, financing of highway transportation by, 345
Crédit Mobilier, notorious railway-construction scandal, 115-116
Crime, the automobile and, 213-214
“Cross Crossings Cautiously” campaign, 380
Culverts, road accidents caused by, 368
Cumberland Road, building of, 62-64; extension of, 64-66
Curves, dangers of, 367
Dairying, use of motor truck in, 293-294
De Lesseps, Ferdinand, and Panama Canal, 80-84
Des Moines, Iowa, good roads, movement at, 132-133
Destruction of highways, factors in, 245-248
Detour signs, 442-443; location of, 443
Distance and direction signs for motorists, 436-437
Driver, responsibility of the, for automobile accidents, 352-355
Dunlop, J. B., inventor of pneumatic tire, 128
Du Pont Road, example of private financing of highway, 307-308
Durability, an important factor in road building, 254
Earth roads, good and poor qualities of, 263
Efficiency outline of motor transport, 225-227
Electric-light poles along highways, 412-413
Electric traction, operation of street cars by, 122-124
Elevator garages, 427-428
Engine. See Steam engine
Eno, William Phelps, development of traffic regulation due to efforts
of, 378-379; cited on width of parking spaces, 423; cited on opera
house traffic, 426, 427
Eno Foundation for Highway Traffic Regulation, Inc., 379-380
Erie Canal, building of, 70-72; small profit from, 75
Colonial days, transportation in, 34-46
Concrete roads, good and poor qualities of, 264
Consolidated Rural Schools, importance of motor transportation to,
208-210
Container, the demountable, 176, 192-193
Cooper, Peter, locomotive built and operated by, 100-101
Coöperative marketing, advantages of, 277-282
Corporations, financing of highway transportation by, 345
Crédit Mobilier, notorious railway-construction scandal, 115-116
Crime, the automobile and, 213-214
“Cross Crossings Cautiously” campaign, 380
Culverts, road accidents caused by, 368
Cumberland Road, building of, 62-64; extension of, 64-66
Curves, dangers of, 367
Dairying, use of motor truck in, 293-294
De Lesseps, Ferdinand, and Panama Canal, 80-84
Des Moines, Iowa, good roads, movement at, 132-133
Destruction of highways, factors in, 245-248
Detour signs, 442-443; location of, 443
Distance and direction signs for motorists, 436-437
Driver, responsibility of the, for automobile accidents, 352-355
Dunlop, J. B., inventor of pneumatic tire, 128
Du Pont Road, example of private financing of highway, 307-308
Durability, an important factor in road building, 254
Earth roads, good and poor qualities of, 263
Efficiency outline of motor transport, 225-227
Electric-light poles along highways, 412-413
Electric traction, operation of street cars by, 122-124
Elevator garages, 427-428
Engine. See Steam engine
Eno, William Phelps, development of traffic regulation due to efforts
of, 378-379; cited on width of parking spaces, 423; cited on opera
house traffic, 426, 427
Eno Foundation for Highway Traffic Regulation, Inc., 379-380
Erie Canal, building of, 70-72; small profit from, 75
Page 415
Esthetics, highway, 382-416
Express rates, reduction of, due to short-haul motor trucking, 174-175
Express terminal stations, 429-433
Factory products, transportation of, by motor truck, 301-303
Farms, meaning of the automobile to, 177; motor trucking to and from,
196-201; Rural Mail Delivery one of many modern advantages,
210-211
Federal aid, financing of highways and transportation lines by, 332-
334; present state of, 334-335; plan of local matching of Federal Aid
dollars, 335-342
Federal Aid Road Act, passage of, 152-153; provisions of, 153-154;
rules and regulations for carrying out, 154-156; marked success of,
156
Feudal system, government under the, 5-6
Financing, highway, 343-349
Forestry, use of motor truck in, 295-298
France, traffic censuses in, 236-237, 240-242
Garages, public, 427-429
Gardening, road, 382-387
Gasoline, stations for selling, 433
Gila Trail, 55; route of, 58
“Good roads” movement, growth of, 128-129
Government, U. S., attitude toward river improvement, 94-97;
ownership of railways by, 112; aid of state and Federal, for better
roads, 147-156
Grain exchanges, account of, 275-277
Gravel roads, good and poor qualities of, 263-264
Greece, effects on ancient, of lack of roads, 21-22
Greeley, Horace, quoted on canals, 76
Guides, highway, for motorists, 435-445
Guilds, medieval, 6-8; destruction or lapsing of, 9-10; functions taken
over by government, 10
Handicrafts, stage of, in growth of civilization, 6-12
Harding, President, discussion of transportation problem by, 217-218
Harriman interests, railway lines held by, 117
Express rates, reduction of, due to short-haul motor trucking, 174-175
Express terminal stations, 429-433
Factory products, transportation of, by motor truck, 301-303
Farms, meaning of the automobile to, 177; motor trucking to and from,
196-201; Rural Mail Delivery one of many modern advantages,
210-211
Federal aid, financing of highways and transportation lines by, 332-
334; present state of, 334-335; plan of local matching of Federal Aid
dollars, 335-342
Federal Aid Road Act, passage of, 152-153; provisions of, 153-154;
rules and regulations for carrying out, 154-156; marked success of,
156
Feudal system, government under the, 5-6
Financing, highway, 343-349
Forestry, use of motor truck in, 295-298
France, traffic censuses in, 236-237, 240-242
Garages, public, 427-429
Gardening, road, 382-387
Gasoline, stations for selling, 433
Gila Trail, 55; route of, 58
“Good roads” movement, growth of, 128-129
Government, U. S., attitude toward river improvement, 94-97;
ownership of railways by, 112; aid of state and Federal, for better
roads, 147-156
Grain exchanges, account of, 275-277
Gravel roads, good and poor qualities of, 263-264
Greece, effects on ancient, of lack of roads, 21-22
Greeley, Horace, quoted on canals, 76
Guides, highway, for motorists, 435-445
Guilds, medieval, 6-8; destruction or lapsing of, 9-10; functions taken
over by government, 10
Handicrafts, stage of, in growth of civilization, 6-12
Harding, President, discussion of transportation problem by, 217-218
Harriman interests, railway lines held by, 117
Page 416
Haulage. See Trucking by motor
Hay-Pauncefote Treaty, terms of, 84
Health, the automobile and, 211-213
Henderson, James, early American pioneer, 39-43
Highway, distinction between road and, 222
Highways, important early, 19-22; of ancient Rome, 22-27;
classification of, 222; planning systems of, 222 ff.; units of systems,
227-229; principles of esthetic construction applied to, 382-416. See
also Roads
Hogs. See Stock raising
Hoover, Secretary, quoted on farm motor trucks, 197
Horine, M. C., “Economics of Motor Transport” by, quoted, 225-227
Horns for automobiles, 356-357
Hotels, accommodations for tourists in, 460
Humboldt River route, discovery of, 54
Husband, Joseph, “Story of the Pullman Car” by, 120-121
Individual financing of highway transportation, 343-344
Information, supplying of, to automobile tourists, 461-462
Interurban railways, effects of motor competition on, 164
Intra-city traffic, calculations concerning, 170
Inventions, industrial stage of civilization brought about by, 14-15
Iron, invention of new methods of smelting, 15
Italy, traffic censuses in, 242
Jay walking, as a cause of accidents, 377
Jefferson, Thomas, Louisiana Purchase arranged by, 48
Jerusalem, effects upon, of strategic position, 20
Jitneys, earnings of street-car lines diminished by, 165; importance of
business done by, 183
John Bull, locomotive, 102
Joliet, Louis, early explorer, 46
Kay, John, inventor of fly shuttle, 16
Kentucky, Boone’s path into, 42; early railroads in, 106
Knight, Jonathan, coning of engine wheels invented by, 101 n.
Lancaster turnpike, building of, 60-61
Hay-Pauncefote Treaty, terms of, 84
Health, the automobile and, 211-213
Henderson, James, early American pioneer, 39-43
Highway, distinction between road and, 222
Highways, important early, 19-22; of ancient Rome, 22-27;
classification of, 222; planning systems of, 222 ff.; units of systems,
227-229; principles of esthetic construction applied to, 382-416. See
also Roads
Hogs. See Stock raising
Hoover, Secretary, quoted on farm motor trucks, 197
Horine, M. C., “Economics of Motor Transport” by, quoted, 225-227
Horns for automobiles, 356-357
Hotels, accommodations for tourists in, 460
Humboldt River route, discovery of, 54
Husband, Joseph, “Story of the Pullman Car” by, 120-121
Individual financing of highway transportation, 343-344
Information, supplying of, to automobile tourists, 461-462
Interurban railways, effects of motor competition on, 164
Intra-city traffic, calculations concerning, 170
Inventions, industrial stage of civilization brought about by, 14-15
Iron, invention of new methods of smelting, 15
Italy, traffic censuses in, 242
Jay walking, as a cause of accidents, 377
Jefferson, Thomas, Louisiana Purchase arranged by, 48
Jerusalem, effects upon, of strategic position, 20
Jitneys, earnings of street-car lines diminished by, 165; importance of
business done by, 183
John Bull, locomotive, 102
Joliet, Louis, early explorer, 46
Kay, John, inventor of fly shuttle, 16
Kentucky, Boone’s path into, 42; early railroads in, 106
Knight, Jonathan, coning of engine wheels invented by, 101 n.
Lancaster turnpike, building of, 60-61
Page 417
Land, grants of, to railways, 110; grants to Pacific roads, 111-114
Later California Trail, route of, 57
Lauck, W. J., quoted on avoidable railway wastes, 175 n.
League of American Wheelmen, organization of, 128; good roads
movement sponsored by, 129-136
Lewis and Clark Expedition, account of, 48-53
Lighting of roads and streets, 447-449
Lights, on cars, as sources of danger, 361-362; for non-motorized
traffic, 378
Loading and unloading freight, devices for, 191-194
Locomotive, invention and early development of, 18; the first, 99-103;
progress in mechanical development of, 119-120
Louisiana Territory, purchase of, 48
Lumbering, improved methods in, due to motor truck, 295-300
Macadam, J. L., road construction by, 60
Macadam roads, good and poor qualities of, 264
MacDonald, T. H., classification of highways by, 222
Manse, W. H., cited on waste by railways, 176
Map signs, sizes of, 439-441
Marketing, effect of ease and cost of transportation on production and,
273-304
Marks, highway, for motorists, 435-445
Marquette, Jacques, explorations of, 46-48
Massachusetts, state aid for highways in, 150-151
Merger, railway consolidation by, 117
Michigan Central R.R., beginnings of, 106
Mining, use of motor trucks in connection with, 300-301
Mississippi River, steamboat transportation on, 90-91
Mohawk & Hudson Company, chartering of, 103
Moore, W. H., “good roads booster,” 139
Morgan interests, railway lines held by, 117
Motor-buses, relations between street-car lines and, 165-166; character
of business done by, 184-187; extent of suburban and interurban,
196; terminal stations for, 429-433
Motor transport efficiency outline, 225-227
National Good Roads Association, activities of, 139
Later California Trail, route of, 57
Lauck, W. J., quoted on avoidable railway wastes, 175 n.
League of American Wheelmen, organization of, 128; good roads
movement sponsored by, 129-136
Lewis and Clark Expedition, account of, 48-53
Lighting of roads and streets, 447-449
Lights, on cars, as sources of danger, 361-362; for non-motorized
traffic, 378
Loading and unloading freight, devices for, 191-194
Locomotive, invention and early development of, 18; the first, 99-103;
progress in mechanical development of, 119-120
Louisiana Territory, purchase of, 48
Lumbering, improved methods in, due to motor truck, 295-300
Macadam, J. L., road construction by, 60
Macadam roads, good and poor qualities of, 264
MacDonald, T. H., classification of highways by, 222
Manse, W. H., cited on waste by railways, 176
Map signs, sizes of, 439-441
Marketing, effect of ease and cost of transportation on production and,
273-304
Marks, highway, for motorists, 435-445
Marquette, Jacques, explorations of, 46-48
Massachusetts, state aid for highways in, 150-151
Merger, railway consolidation by, 117
Michigan Central R.R., beginnings of, 106
Mining, use of motor trucks in connection with, 300-301
Mississippi River, steamboat transportation on, 90-91
Mohawk & Hudson Company, chartering of, 103
Moore, W. H., “good roads booster,” 139
Morgan interests, railway lines held by, 117
Motor-buses, relations between street-car lines and, 165-166; character
of business done by, 184-187; extent of suburban and interurban,
196; terminal stations for, 429-433
Motor transport efficiency outline, 225-227
National Good Roads Association, activities of, 139
Page 418
National Road. See Cumberland Road
National system of highways, arguments for, 227-229
Nebraska State Journal, editorial from, 204-205
New England, early railways in, 105
New Orleans, importance of, due to river traffic, 90-91
New York Central & Hudson River R.R., beginnings of, 103-104
New York City, Governor Clinton’s prophecy concerning, 71-72
New York State, canal-building in, 70-74; automobile roads in, 460-
461
Nicaragua, canal route across, 84
“No Accident” campaigns, 380
Novelty, Ericsson’s locomotive, 100 n.
Nye, Bill, quoted on roads, 130-131
Office of Public Roads Inquiry, instituted, 136-137; duties and scope
of, widened, 143-144
O’Hanlon, J., “Irish Emigrant’s Guide to United States,” quoted, 93
Ohio, first railway in, 105-106
Ohio Valley, early lines of travel to, 37-38
Old Ironsides, first Baldwin locomotive, 102
Opera house traffic, special arrangement for, 426-427
Oregon Trail, traffic over, 54-55; origin of the, 55-57; final route of, 57
Pacific railways, building of and land grants to, 111-114
Packing of goods on turnpikes, 58-60
Page, L. W., worker for good roads, 142, 144
Palestine, roads and highways of, 19-20
Panama Canal, history of, 77-88
Parking of automobiles, 421-422; spaces for, a convenience to
motorists, 422-425
Parks, National, visited by automobile tourists, 460-461
Partnership, financing of highway transportation by, 344-345
Pedestrians, contributory negligence of, toward accidents, 376-377;
rule for, on country roads, 377-378
Pennsylvania, turnpikes in, 61
Pennsylvania R.R., railways held by same interests, 118
Peru, roads in ancient, 27-31
Pioneer, Illinois Central locomotive, 108
National system of highways, arguments for, 227-229
Nebraska State Journal, editorial from, 204-205
New England, early railways in, 105
New Orleans, importance of, due to river traffic, 90-91
New York Central & Hudson River R.R., beginnings of, 103-104
New York City, Governor Clinton’s prophecy concerning, 71-72
New York State, canal-building in, 70-74; automobile roads in, 460-
461
Nicaragua, canal route across, 84
“No Accident” campaigns, 380
Novelty, Ericsson’s locomotive, 100 n.
Nye, Bill, quoted on roads, 130-131
Office of Public Roads Inquiry, instituted, 136-137; duties and scope
of, widened, 143-144
O’Hanlon, J., “Irish Emigrant’s Guide to United States,” quoted, 93
Ohio, first railway in, 105-106
Ohio Valley, early lines of travel to, 37-38
Old Ironsides, first Baldwin locomotive, 102
Opera house traffic, special arrangement for, 426-427
Oregon Trail, traffic over, 54-55; origin of the, 55-57; final route of, 57
Pacific railways, building of and land grants to, 111-114
Packing of goods on turnpikes, 58-60
Page, L. W., worker for good roads, 142, 144
Palestine, roads and highways of, 19-20
Panama Canal, history of, 77-88
Parking of automobiles, 421-422; spaces for, a convenience to
motorists, 422-425
Parks, National, visited by automobile tourists, 460-461
Partnership, financing of highway transportation by, 344-345
Pedestrians, contributory negligence of, toward accidents, 376-377;
rule for, on country roads, 377-378
Pennsylvania, turnpikes in, 61
Pennsylvania R.R., railways held by same interests, 118
Peru, roads in ancient, 27-31
Pioneer, Illinois Central locomotive, 108
Page 419
Pittsburgh, Pa., growth of, 72
Plants, climbing, for use in road gardening, 411-412
Pleasure passenger traffic, use of automobiles for, 187-189
Poles, telephone and other, along highways, 412-415
Pope, Albert A., worker for good roads, 133, 136
Portages, importance of, in early American period, 36-37
Potter, I. B., good roads advocate, 129
Poughkeepsie, Bus Terminal Station at, 431-433
Poultry business, efficiency of motor truck in, 294-295
Prescott, W. H., “Conquest of Peru,” quoted, 28-31
Production and marketing, relation between ease and cost of
transportation and, 273 ff.
Public ownership, as a method of financing transportation lines, 347-
349
Pullman cars, development of, 120-122
Railway crossings, accidents at, 368-370; increase in accidents due to
automobiles, 370-372; means of diminishing fatalities, 372-376
Railways, early development of, in England, 17-18; effects of, on
canals, 76-77; account of growth and development of, 99-116;
consolidation of, 116-118; mechanical development of, 119-120;
street, 122; relation between transportation on, and on highways,
159-168
Ramp and elevator type garages, 427-429
Ranking of cars, 421-425
Regulations, road and traffic, 378-380
Resistance of road surfaces, 255-257; due to grade, 257-261
Richmond, Va., first electric railway operated for profit in, 123
River and Harbor Improvement Bills, 96-97
Rivers, government’s attitude toward improvement of, 94-97
Road, distinction between highway and, 222
Roads, prehistoric American, 27-31; early, in North America, 35-36;
evolution of modern wagon, 126 ff.; influence of bicycle on, 127-
136; building of object-lesson, 142-144; state and Federal aid for,
147-156; good, as agencies for health, 212-213; selection of suitable
type, 252-254; types of, and their qualities, 263; comparison of
Plants, climbing, for use in road gardening, 411-412
Pleasure passenger traffic, use of automobiles for, 187-189
Poles, telephone and other, along highways, 412-415
Pope, Albert A., worker for good roads, 133, 136
Portages, importance of, in early American period, 36-37
Potter, I. B., good roads advocate, 129
Poughkeepsie, Bus Terminal Station at, 431-433
Poultry business, efficiency of motor truck in, 294-295
Prescott, W. H., “Conquest of Peru,” quoted, 28-31
Production and marketing, relation between ease and cost of
transportation and, 273 ff.
Public ownership, as a method of financing transportation lines, 347-
349
Pullman cars, development of, 120-122
Railway crossings, accidents at, 368-370; increase in accidents due to
automobiles, 370-372; means of diminishing fatalities, 372-376
Railways, early development of, in England, 17-18; effects of, on
canals, 76-77; account of growth and development of, 99-116;
consolidation of, 116-118; mechanical development of, 119-120;
street, 122; relation between transportation on, and on highways,
159-168
Ramp and elevator type garages, 427-429
Ranking of cars, 421-425
Regulations, road and traffic, 378-380
Resistance of road surfaces, 255-257; due to grade, 257-261
Richmond, Va., first electric railway operated for profit in, 123
River and Harbor Improvement Bills, 96-97
Rivers, government’s attitude toward improvement of, 94-97
Road, distinction between highway and, 222
Roads, prehistoric American, 27-31; early, in North America, 35-36;
evolution of modern wagon, 126 ff.; influence of bicycle on, 127-
136; building of object-lesson, 142-144; state and Federal aid for,
147-156; good, as agencies for health, 212-213; selection of suitable
type, 252-254; types of, and their qualities, 263; comparison of
Page 420
types of, 266-270; bad, as causes of accidents, 363-364; naming and
numbering of, 434-435. See also Highways
Robbery, automobiles used in, 213-214
Rocket, George Stephenson’s locomotive, 100 n.
Rome, roads of ancient, 22-27
Roosevelt, Theodore, and the Panama Canal, 85-86
Rotary scheme for traffic, 424-426
Rural Free Delivery, an agency for better roads, 144-147; effects of, on
farmer’s life, 210-211
“Safety First” campaign, 380
St. Louis, Mo., as a fur center, 53-54
Salt Lake Trail, route of, 57
Sand-clay roads, good and poor qualities of, 263
San Francisco, cable cars in, 122
Sanitariness of roads, 262
Santa Fé Trail, traffic over, 54-55; route of, 58
Saturday Evening Post, quoted on vandalism, 215
Sault Ste. Marie, ship canal and locks at, 77
Schools, motor transportation and the consolidation of, 208-210
Semaphores, use of, by traffic officers, 445-446
Service stations for automobiles, 433-434
Shrubs, for planting along roads, 403-411
Signal lights and colors, 446-447
Signs, highway, for motorists, 435-445
Skidding, accidents due to, 359
Sleeping car, evolution of the, 120-122
Slipperiness of road surfaces, 261-262
Smith, Jedediah, discoveries of, 54
South Pass, discovery of, 54
Spanish Trail, traffic over, 54-55; route of, 58
Speedometer, as an essential, 363
Speed signs for motorists, 444
Spooning in automobiles, 215
Stagecoaches, era of, in England, 11-12; on Cumberland Road, 64-65
State aid, 147-152; financing highways and transportation lines by, 334
State system of highways, arguments for, 229-230
numbering of, 434-435. See also Highways
Robbery, automobiles used in, 213-214
Rocket, George Stephenson’s locomotive, 100 n.
Rome, roads of ancient, 22-27
Roosevelt, Theodore, and the Panama Canal, 85-86
Rotary scheme for traffic, 424-426
Rural Free Delivery, an agency for better roads, 144-147; effects of, on
farmer’s life, 210-211
“Safety First” campaign, 380
St. Louis, Mo., as a fur center, 53-54
Salt Lake Trail, route of, 57
Sand-clay roads, good and poor qualities of, 263
San Francisco, cable cars in, 122
Sanitariness of roads, 262
Santa Fé Trail, traffic over, 54-55; route of, 58
Saturday Evening Post, quoted on vandalism, 215
Sault Ste. Marie, ship canal and locks at, 77
Schools, motor transportation and the consolidation of, 208-210
Semaphores, use of, by traffic officers, 445-446
Service stations for automobiles, 433-434
Shrubs, for planting along roads, 403-411
Signal lights and colors, 446-447
Signs, highway, for motorists, 435-445
Skidding, accidents due to, 359
Sleeping car, evolution of the, 120-122
Slipperiness of road surfaces, 261-262
Smith, Jedediah, discoveries of, 54
South Pass, discovery of, 54
Spanish Trail, traffic over, 54-55; route of, 58
Speedometer, as an essential, 363
Speed signs for motorists, 444
Spooning in automobiles, 215
Stagecoaches, era of, in England, 11-12; on Cumberland Road, 64-65
State aid, 147-152; financing highways and transportation lines by, 334
State system of highways, arguments for, 229-230
Page 421
Steamboats, the first, 89-90; on Mississippi River, 90-91; increasing
luxuriance of, 91-93; dangers connected with early, 93; fares on, 94
Steam engine, Watt’s improvements on early, 15-16; attempts to use, in
locomotives, 99-100
Stephenson, George, improvement of locomotive by, 18; first
locomotive put out by, 100
Stevens, John, called father of American railroads, 100
Stock raising, effect of marketing facilities and road transportation on,
284-293
Stock subscriptions for highway financing, 331
Stockton & Darlington R.R., completion of, 101
Stock watering, meaning of, 116
Stopping cars on grades, streets, etc., 357
Street-car service, progress in, 122; effect of motor transportation on,
164; effects of taxicabs, jitneys, and buses, 165-167; competition
between motor-buses and, 185-186
Superelevation of outer side of curved roadway, 364-366
Systems of highways, planning of, 222-270
Taxes for road construction, 309-321
Taxicabs, character and importance of business done by, 183-184
Telephone poles, highways disfigured by, 412-413; location of, 414-
415
Telford, Thomas, road construction by, 60
Terminals, waste at railway, 176; transferring between, by motor-bus,
187; improvement of facilities at, caused by motor transportation,
201-203; for buses and express service, 429-433
Tom Thumb, Peter Cooper’s locomotive, 101
Touring by motor, amount of, 450-451; camping grounds for use in,
451-456; camp sites, 458-460
Towns, truck and bus lines between, 194-196
Traffic, one way and rotary, 425-426; taking care of opera house, 426-
427; guides for, in cities, 444-445
Traffic census, taking a, for planning of highway, 234-236; methods of
taking, 236-238; classification of traffic in, 239-245
Transcontinental railway lines, land grants to and construction of, 111-
115
luxuriance of, 91-93; dangers connected with early, 93; fares on, 94
Steam engine, Watt’s improvements on early, 15-16; attempts to use, in
locomotives, 99-100
Stephenson, George, improvement of locomotive by, 18; first
locomotive put out by, 100
Stevens, John, called father of American railroads, 100
Stock raising, effect of marketing facilities and road transportation on,
284-293
Stock subscriptions for highway financing, 331
Stockton & Darlington R.R., completion of, 101
Stock watering, meaning of, 116
Stopping cars on grades, streets, etc., 357
Street-car service, progress in, 122; effect of motor transportation on,
164; effects of taxicabs, jitneys, and buses, 165-167; competition
between motor-buses and, 185-186
Superelevation of outer side of curved roadway, 364-366
Systems of highways, planning of, 222-270
Taxes for road construction, 309-321
Taxicabs, character and importance of business done by, 183-184
Telephone poles, highways disfigured by, 412-413; location of, 414-
415
Telford, Thomas, road construction by, 60
Terminals, waste at railway, 176; transferring between, by motor-bus,
187; improvement of facilities at, caused by motor transportation,
201-203; for buses and express service, 429-433
Tom Thumb, Peter Cooper’s locomotive, 101
Touring by motor, amount of, 450-451; camping grounds for use in,
451-456; camp sites, 458-460
Towns, truck and bus lines between, 194-196
Traffic, one way and rotary, 425-426; taking care of opera house, 426-
427; guides for, in cities, 444-445
Traffic census, taking a, for planning of highway, 234-236; methods of
taking, 236-238; classification of traffic in, 239-245
Transcontinental railway lines, land grants to and construction of, 111-
115
Page 422
Transportation, a measure of civilization, 1-32; classified as primary
and secondary, 159; interrelation between highway and other kinds
of, 159 ff.; legitimate fields of agencies of, 168-170; analysis and
discussion of automotive, 181-202; social aspect of motor, 203-208;
effect of ease and cost of, on production and marketing, 273-304;
financing of lines of, 306-343; financing highway, 343-349
Transylvania Republic, early settlement called, 43
Trees, for planting along roads, 385-403
Tresaguet, French highway engineer, 60
Trucking by motor, effects of, on railway earnings, 163-164; length of
haul for economical, 170-174; reduction of express rates due to
short-haul, 174-175; freight traffic cost under system of, 190-194;
traffic between towns, 194-196; general effect of ease and cost of,
on production and marketing, 273-304
Turnpikes, era of, in America, 58-60; construction of, 60-61; effects of
railways on, 61-62
Types of roadway, comparison of, 266-270
Uniformity in distance and direction signs for motorists, 437-438
Union Pacific Ry., building of, 112-114
United States, transportation development in, 34-67
Units, of highway systems, 227-229; of traffic, 240-242
Vandalism by visitors to country, 215
Vanderbilt interests, railway lines held by, 117
Vehicles, unlighted, as sources of danger, 362-363
Vincent, C., “Letters on Grain Marketing Problems,” quoted, 276-277,
280
Virginia, transportation improvements in early, 61; first railroads in,
107
Vision, clear, as a means of safety, 366-367; obstacles that obscure, a
cause of accidents to pedestrians, 377
Wagon road, the modern, 126-156
Walker, American filibuster in Nicaragua, 80
Warning signs for motorists, 439
Washington Turnpike Company bill, 67
Waste, methods of avoiding, by railways, 175-177
and secondary, 159; interrelation between highway and other kinds
of, 159 ff.; legitimate fields of agencies of, 168-170; analysis and
discussion of automotive, 181-202; social aspect of motor, 203-208;
effect of ease and cost of, on production and marketing, 273-304;
financing of lines of, 306-343; financing highway, 343-349
Transylvania Republic, early settlement called, 43
Trees, for planting along roads, 385-403
Tresaguet, French highway engineer, 60
Trucking by motor, effects of, on railway earnings, 163-164; length of
haul for economical, 170-174; reduction of express rates due to
short-haul, 174-175; freight traffic cost under system of, 190-194;
traffic between towns, 194-196; general effect of ease and cost of,
on production and marketing, 273-304
Turnpikes, era of, in America, 58-60; construction of, 60-61; effects of
railways on, 61-62
Types of roadway, comparison of, 266-270
Uniformity in distance and direction signs for motorists, 437-438
Union Pacific Ry., building of, 112-114
United States, transportation development in, 34-67
Units, of highway systems, 227-229; of traffic, 240-242
Vandalism by visitors to country, 215
Vanderbilt interests, railway lines held by, 117
Vehicles, unlighted, as sources of danger, 362-363
Vincent, C., “Letters on Grain Marketing Problems,” quoted, 276-277,
280
Virginia, transportation improvements in early, 61; first railroads in,
107
Vision, clear, as a means of safety, 366-367; obstacles that obscure, a
cause of accidents to pedestrians, 377
Wagon road, the modern, 126-156
Walker, American filibuster in Nicaragua, 80
Warning signs for motorists, 439
Washington Turnpike Company bill, 67
Waste, methods of avoiding, by railways, 175-177
Page 423
Waterways, settlement near, in early American period, 36-37. See
Canals and Rivers
Watkins, Albert, quoted on Oregon Trail, 56-57
Welland Canal, traffic through, 77
Wilderness Road, the, 39-43
Williams, Perry S., plan of, for information bureaus for travelers, 461
Wood block roads, qualities of, 265
Text of Chart of the Organization of the U. S. Bureau of Public Roads and
Rural Engineering, 1917
DIRECTOR
MANAGEMENT AND ECONOMICS
Chief of Management
MANAGEMENT
Correspondence and Files
Cooperation with Solicitor
Accounts
Editorial & Library
Quarters & Stock
ENGINEERING ECONOMICS
Economic Investigations and Advice
Statistical Investigations
Legislative Investigations and Advice
Lectures & Exhibits
Illustrations and Models
GENERAL INSPECTION
General Inspectors
ENGINEERING
Chief Engineer
ROAD MATERIALS TESTS AND RESEARCH
Chemical and Physical Tests
Microscopic Examination and Classification of Rocks
Standardization of Methods of Testing
Canals and Rivers
Watkins, Albert, quoted on Oregon Trail, 56-57
Welland Canal, traffic through, 77
Wilderness Road, the, 39-43
Williams, Perry S., plan of, for information bureaus for travelers, 461
Wood block roads, qualities of, 265
Text of Chart of the Organization of the U. S. Bureau of Public Roads and
Rural Engineering, 1917
DIRECTOR
MANAGEMENT AND ECONOMICS
Chief of Management
MANAGEMENT
Correspondence and Files
Cooperation with Solicitor
Accounts
Editorial & Library
Quarters & Stock
ENGINEERING ECONOMICS
Economic Investigations and Advice
Statistical Investigations
Legislative Investigations and Advice
Lectures & Exhibits
Illustrations and Models
GENERAL INSPECTION
General Inspectors
ENGINEERING
Chief Engineer
ROAD MATERIALS TESTS AND RESEARCH
Chemical and Physical Tests
Microscopic Examination and Classification of Rocks
Standardization of Methods of Testing
Page 424
Investigations of Non-Bituminous Materials
Research on Dust Preventives and Road Binders
Concrete Investigations
Field Experiments
Inspection & Advice
HIGHWAY CONSTRUCTION AND MAINTENANCE
Post Road Construction
Forest Road Construction and Maintenance
Object Lesson Roads
Cooperative and Experimental Maintenance
Bridges & Culverts
Inspection & Advice
1st. District
Wash.
Ore., Idaho
2nd District
Berkely, Cal.
Cal., Nev.
Ariz., N. M.
3rd. District
Denver, Colo.
Mont., Wyo.
Utah, Colo.
4th. District
N.D., S.D.
Minn., Wis.
5th. District
Nebr., Iowa
Kan., Mo.
6th. District
Texas., Okla.
Ark., La.
7th. District
So. Chicago, Ill.
Mich., Ill.
Ind., Ky.
8th. District
Research on Dust Preventives and Road Binders
Concrete Investigations
Field Experiments
Inspection & Advice
HIGHWAY CONSTRUCTION AND MAINTENANCE
Post Road Construction
Forest Road Construction and Maintenance
Object Lesson Roads
Cooperative and Experimental Maintenance
Bridges & Culverts
Inspection & Advice
1st. District
Wash.
Ore., Idaho
2nd District
Berkely, Cal.
Cal., Nev.
Ariz., N. M.
3rd. District
Denver, Colo.
Mont., Wyo.
Utah, Colo.
4th. District
N.D., S.D.
Minn., Wis.
5th. District
Nebr., Iowa
Kan., Mo.
6th. District
Texas., Okla.
Ark., La.
7th. District
So. Chicago, Ill.
Mich., Ill.
Ind., Ky.
8th. District
Page 425
Tenn.
Miss., Ala.
Ga., S.C., Fla.
9th. District
Me., N.H., Vt., N.Y.
Mass., Conn., R.I.
N.J., Del.
10th. District
Washington, D.C.
Ohio., Penn., Md.
W.Va., Va., N.C.
IRRIGATION
Utilization of Water Power and Appliance Equipment
Flow of Water in Ditches, Pipes, etc.
Duty, Apportionment and Measurement of Water
Customs, Regulations and Laws
Drainage of Irrigated Lands
Inspection & Advice
DRAINAGE
Farm Drainage
Drainage of Swamps and Wet Lands
Removal of Surplus Water
Field Experiments
Investigating and Developing Equipment
Inspection & Advice
RURAL ENGINEERING
Farm Water Supply
Drainage Disposal
Construction of Farm Buildings
Rural Engineering Problems Involving Mechanical
Principles
Traction Tests
Instrument Making and Repairing
Inspection & Advice
Return to chart
Miss., Ala.
Ga., S.C., Fla.
9th. District
Me., N.H., Vt., N.Y.
Mass., Conn., R.I.
N.J., Del.
10th. District
Washington, D.C.
Ohio., Penn., Md.
W.Va., Va., N.C.
IRRIGATION
Utilization of Water Power and Appliance Equipment
Flow of Water in Ditches, Pipes, etc.
Duty, Apportionment and Measurement of Water
Customs, Regulations and Laws
Drainage of Irrigated Lands
Inspection & Advice
DRAINAGE
Farm Drainage
Drainage of Swamps and Wet Lands
Removal of Surplus Water
Field Experiments
Investigating and Developing Equipment
Inspection & Advice
RURAL ENGINEERING
Farm Water Supply
Drainage Disposal
Construction of Farm Buildings
Rural Engineering Problems Involving Mechanical
Principles
Traction Tests
Instrument Making and Repairing
Inspection & Advice
Return to chart
Page 426
Page 427
Transcriber’s Notes
Archaic, unusual, erroneous and inconsistent spelling,
capitalisation, punctuation and hyphenation have been
retained, except as mentioned below. Accents on non-
English words have not been added or corrected,
except as mentioned below. Quoted and possibly
deliberately misspelled words and phrases have been
kept unaltered.
Depending on the hard- and software used to read this
text, not all elements may display as intended.
Page 19: “leather from Cordavan”: possibly an error for
“leather from Cordova”.
Page 245, Suggested Form: the row 11 a. m. to 12 noon is
not present in the source document.
Page 280, paragraph starting “When grain or other food
commodities have been stored”: either the final closing
quote mark is erroneous, or the starting quote mark is
missing.
Page 387 ff.: the (almost) alphabetical order of
description of trees and shrubs has not been corrected.
Changes made:
Footnotes have been moved to the end of each chapter,
illustrations and tables have been moved out of text
paragraphs. Where necessary, hyperlinks to pages
target illustrations, tables, etc. rather than page
numbers.
Some of the larger tables, forms, etc. have been split or
otherwise re-arranged.
The text version of the organisational chart has been
created for this text and is placed in the public domain.
In the source document, the List of Inserts in several
cases contains more detailed descriptions than the
Archaic, unusual, erroneous and inconsistent spelling,
capitalisation, punctuation and hyphenation have been
retained, except as mentioned below. Accents on non-
English words have not been added or corrected,
except as mentioned below. Quoted and possibly
deliberately misspelled words and phrases have been
kept unaltered.
Depending on the hard- and software used to read this
text, not all elements may display as intended.
Page 19: “leather from Cordavan”: possibly an error for
“leather from Cordova”.
Page 245, Suggested Form: the row 11 a. m. to 12 noon is
not present in the source document.
Page 280, paragraph starting “When grain or other food
commodities have been stored”: either the final closing
quote mark is erroneous, or the starting quote mark is
missing.
Page 387 ff.: the (almost) alphabetical order of
description of trees and shrubs has not been corrected.
Changes made:
Footnotes have been moved to the end of each chapter,
illustrations and tables have been moved out of text
paragraphs. Where necessary, hyperlinks to pages
target illustrations, tables, etc. rather than page
numbers.
Some of the larger tables, forms, etc. have been split or
otherwise re-arranged.
The text version of the organisational chart has been
created for this text and is placed in the public domain.
In the source document, the List of Inserts in several
cases contains more detailed descriptions than the
Page 428
captions with the actual illustrations. Where relevant,
these descriptions, as well as text from the illustrations,
have been transcribed in a dotted box underneath or above
the illustrations.
Some obvious minor typographical and punctuation errors
have been corrected silently.
Page xvii: Insert numbers have been added.
Page xx: opening quote marks inserted before In
November, 1903, ....
Page 8: “the workmen performs” changed to “the
workman performs”.
Page 64: closing quote mark inserted after ... trade along
its highway.
Page 97: “enchanced his chances” changed to “enhanced
his chances”.
Page 117-118 (table): minor (cosmetic) adjustments made
for consistency.
Page 134: “O. H. Platte” changed to “O. H. Platt”.
Page 170: “J. C. Thirwall” changed to “J. C. Thirlwall”.
Page 175: closing quote mark inserted after ... and low
first cost,
Page 208, “shown forth” changed to “shone forth”.
Page 262 (illustration caption): “TRACTOR DRAWN
GRADES” changed to “TRACTOR DRAWN
GRADER”.
Page 276: “(of their agents the commission men.)”
changed to “(or their agents the commission men.)”.
Page 332: “surveys, plants, specifications and estimates”
changed to “surveys, plans, specifications and
estimates”.
Page 368: clsoing quote mark added after ... which cannot
be immediately available.
Page 388: “the genus (Flagus)” changed to “the genus
(Fagus)”.
Page 393: “Tsuga conadensis” changed to “Tsuga
canadensis”.
Page 398: “Q. bicolar” changed to “Q. bicolor”.
these descriptions, as well as text from the illustrations,
have been transcribed in a dotted box underneath or above
the illustrations.
Some obvious minor typographical and punctuation errors
have been corrected silently.
Page xvii: Insert numbers have been added.
Page xx: opening quote marks inserted before In
November, 1903, ....
Page 8: “the workmen performs” changed to “the
workman performs”.
Page 64: closing quote mark inserted after ... trade along
its highway.
Page 97: “enchanced his chances” changed to “enhanced
his chances”.
Page 117-118 (table): minor (cosmetic) adjustments made
for consistency.
Page 134: “O. H. Platte” changed to “O. H. Platt”.
Page 170: “J. C. Thirwall” changed to “J. C. Thirlwall”.
Page 175: closing quote mark inserted after ... and low
first cost,
Page 208, “shown forth” changed to “shone forth”.
Page 262 (illustration caption): “TRACTOR DRAWN
GRADES” changed to “TRACTOR DRAWN
GRADER”.
Page 276: “(of their agents the commission men.)”
changed to “(or their agents the commission men.)”.
Page 332: “surveys, plants, specifications and estimates”
changed to “surveys, plans, specifications and
estimates”.
Page 368: clsoing quote mark added after ... which cannot
be immediately available.
Page 388: “the genus (Flagus)” changed to “the genus
(Fagus)”.
Page 393: “Tsuga conadensis” changed to “Tsuga
canadensis”.
Page 398: “Q. bicolar” changed to “Q. bicolor”.
Page 429
Page 399: “Liriodendron tulipitera” changed to
“Liriodendron tulipifera”.
Page 404: “Barberis thunbergii” changed to “Berberis
thunbergii”; “Louicera tartarica” changed to “Lonicera
tartarica”.
Page 406: “D. mezerum” changed to “D. mezereum”;
“Sambacus canadensis” changed to “Sambucus
canadensis”.
Page 444: “Department of Streets and Allies” changed to
“Department of Streets and Alleys”.
“Liriodendron tulipifera”.
Page 404: “Barberis thunbergii” changed to “Berberis
thunbergii”; “Louicera tartarica” changed to “Lonicera
tartarica”.
Page 406: “D. mezerum” changed to “D. mezereum”;
“Sambacus canadensis” changed to “Sambucus
canadensis”.
Page 444: “Department of Streets and Allies” changed to
“Department of Streets and Alleys”.
Page 430
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