┌───────────────────────────────────────────────────────┐

│ 407. TABLE SHOWING THE GENERAL AND DETAILED EXPENSES │

│ OF WORKING AND MAINTAINING THE RAILROADS OF NEW YORK │

│ STATE, FOR 1854, AND THE NEW YORK AND ERIE RAILROAD │

│ FOR THE YEAR ENDING SEPTEMBER 30, 1855. │

├──────────┬────────────────────────────────────────────┤

│ │ │

│ │ │

│ │ LOCOMOTIVE ENGINES, CARS, AND FIXED │

│ │ MACHINERY. │

│ │ │

├──────────┼────────────────────────────────────────────┤

│ │ │

│Nature of │ │

│ the item │ │

│ is shown │ LOCOMOTIVE ENGINES. │

│ in │ │

│horizontal│ │

│ columns. │ │

│ │ │

│ ├────────────────────────────────────────────┤

│ │ │

│ │ │

│ │ Passenger Locomotives. │

│ │ │

│ │ │

├──────────┼─────┬──────┬────────┬──────┬────────┬──────┤

│ Name of │ │ Oil │ │ │ │ │

│railroad. │Fuel.│ and │Salaries│Whole.│Repairs.│Total.│

│ │ │waste.│ │ │ │ │

├──────────┼─────┼──────┼────────┼──────┼────────┼──────┤

│Cost, in │ │ │ │ │ │ │

│dollars, │ │ │ │ │ │ │

│per mile, │ │ │ │ │ │ │

│upon N. Y.│ │ │ │ │ │ │

│State │ │ │ │ │ │ │

│Railroads │ │ │ │ │ │ │

│ │ 395│ 50│ 140│ 585│ 237│ 822│

├──────────┼─────┼──────┼────────┼──────┼────────┼──────┤

│Cost in │ │ │ │ │ │ │

│cents, per│ │ │ │ │ │ │

│ton, or │ │ │ │ │ │ │

│per │ │ │ │ │ │ │

│passenger │ │ │ │ │ │ │

│per mile │ │ │ │ │ │ │

│run, N. Y.│ │ │ │ │ │ │

│and Erie │ │ │ │ │ │ │

│Railroad. │ │ │ │ │ │ │

│ │ .157│ .021│ .107│ .285│ .109│ .394│

│ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │

├──────────┴─────┴──────┴────────┴──────┴────────┴──────┤

│ RECAPITULATION. │

└───────────────────────────────────────────────────────┘

┌───────────────────────────────────────────────────────────────┐

│ 407. TABLE SHOWING THE GENERAL AND DETAILED EXPENSES │

│ OF WORKING AND MAINTAINING THE RAILROADS OF NEW YORK │

│ STATE, FOR 1854, AND THE NEW YORK AND ERIE RAILROAD │

│ FOR THE YEAR ENDING SEPTEMBER 30, 1855. │

├──────────┬────────────────────────────────────────────────────┤

│ │ │

│ │ │

│ │ LOCOMOTIVE ENGINES, CARS, AND FIXED MACHINERY. │

│ │ │

│ │ │

├──────────┼────────────────────────────────────────────────────┤

│ │ │

│Nature of │ │

│ the item │ │

│ is shown │ LOCOMOTIVE ENGINES. │

│ in │ │

│horizontal│ │

│ columns. │ │

│ │ │

│ ├─────────────────────────────────────────────┬──────┤

│ │ │ │

│ │ │Total │

│ │ Freight Locomotives. │ cost.│

│ │ │ │

│ │ │ │

├──────────┼─────┬──────┬─────────┬──────┬────────┬──────┼──────┤

│ Name of │ │ Oil │ │ │ │ │ │

│railroad. │Fuel.│ and │Salaries.│Whole.│Repairs.│Total.│ │

│ │ │waste.│ │ │ │ │ │

├──────────┼─────┼──────┼─────────┼──────┼────────┼──────┼──────┤

│Cost, in │ │ │ │ │ │ │ │

│dollars, │ │ │ │ │ │ │ │

│per mile, │ │ │ │ │ │ │ │

│upon N. Y.│ │ │ │ │ │ │ │

│State │ │ │ │ │ │ │ │

│Railroads │ │ │ │ │ │ │ │

│ │ 202│ 31│ 122│ 355│ 191│ 546│ 1368│

├──────────┼─────┼──────┼─────────┼──────┼────────┼──────┼──────┤

│Cost in │ │ │ │ │ │ │ │

│cents, per│ │ │ │ │ │ │ │

│ton, or │ │ │ │ │ │ │ │

│per │ │ │ │ │ │ │ │

│passenger │ │ │ │ │ │ │ │

│per mile │ │ │ │ │ │ │ │

│run, N. Y.│ │ │ │ │ │ │ │

│and Erie │ │ │ │ │ │ │ │

│Railroad. │ │ │ │ │ │ │ │

│ │ .205│ .018│ .080│ .303│ .081│ .384│ .778│

│ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │

├──────────┴─────┴──────┴─────────┴──────┴────────┴──────┴──────┤

│ │

└───────────────────────────────────────────────────────────────┘

┌─────────────────────────────────────────┐

│ 407. TABLE SHOWING THE GENERAL AND │

│ DETAILED EXPENSES OF WORKING AND │

│ MAINTAINING THE RAILROADS OF NEW YORK │

│ STATE, FOR 1854, AND THE NEW YORK AND │

│ ERIE RAILROAD FOR THE YEAR ENDING │

│ SEPTEMBER 30, 1855. │

├──────────┬──────────────────────────────┤

│ │ │

│ │LOCOMOTIVE ENGINES, CARS, AND │

│ │ FIXED MACHINERY. │

│ │ │

│ │ │

├──────────┼──────────────────────────────┤

│ │ │

│Nature of │ │

│ the item │ │

│ is shown │ CARS. │

│ in │ │

│horizontal│ │

│ columns. │ │

│ │ │

│ ├──────────────────────────────┤

│ │ │

│ │ │

│ │ Passenger cars. │

│ │ │

│ │ │

├──────────┼──────────┬────────────┬──────┤

│ Name of │ │ │ │

│railroad. │Operating.│Maintaining.│Total.│

│ │ │ │ │

├──────────┼──────────┼────────────┼──────┤

│Cost, in │ │ │ │

│dollars, │ │ │ │

│per mile, │ │ │ │

│upon N. Y.│ │ │ │

│State │ │ │ │

│Railroads │ │ │ │

│ │ 50│ 145│ 195│

├──────────┼──────────┼────────────┼──────┤

│Cost in │ │ │ │

│cents, per│ │ │ │

│ton, or │ │ │ │

│per │ │ │ │

│passenger │ │ │ │

│per mile │ │ │ │

│run, N. Y.│ │ │ │

│and Erie │ │ │ │

│Railroad. │ │ │ │

│ │ .020│ .079│ .099│

│ │ │ │ │

│ │ │ │ │

├──────────┴──────────┴────────────┴──────┤

│ SUMMARY. │

└─────────────────────────────────────────┘

┌─────────────────────────────────────────────────────────────────────┐

│ 407. TABLE SHOWING THE GENERAL AND DETAILED EXPENSES OF WORKING AND │

│ MAINTAINING THE RAILROADS OF NEW YORK STATE, FOR 1854, AND THE NEW │

│ YORK AND ERIE RAILROAD FOR THE YEAR ENDING SEPTEMBER 30, 1855. │

├──────────┬──────────────────────────────────────────────────────────┤

│ │ │

│ │ │

│ │ LOCOMOTIVE ENGINES, CARS, AND FIXED MACHINERY. │

│ │ │

│ │ │

├──────────┼─────────────────────────────────────┬──────────┬─────────┤

│ │ │ │ │

│Nature of │ │ │ Whole │

│ the item │ │ │ cost of │

│ is shown │ CARS. │ FIXED │machinery│

│ in │ │MACHINERY.│oiling on│

│horizontal│ │ │the road.│

│ columns. │ │ │ │

│ │ │ │ │

│ ├──────────────────────────────┬──────┼──────────┤ │

│ │ │Total │ Repairs, │ │

│ │ │ cost │ oil and │ │

│ │ Freight Cars. │ of │ waste, │ │

│ │ │cars. │labor, and│ │

│ │ │ │machinery.│ │

├──────────┼──────────┬────────────┬──────┤ │ │ │

│ Name of │ │ │ │ │ │ │

│railroad. │Operating.│Maintaining.│Total.│ │ │ │

│ │ │ │ │ │ │ │

├──────────┼──────────┼────────────┼──────┼──────┼──────────┼─────────┤

│Cost, in │ │ │ │ │ │ │

│dollars, │ │ │ │ │ │ │

│per mile, │ │ │ │ │ 44 F.│ 841│

│upon N. Y.│ │ │ │ │ │ │

│State │ │ │ │ │ │ │

│Railroads │ │ │ │ │ │ │

│ │ 45│ 206│ 251│ 446│ 55 P.│ 1072│

├──────────┼──────────┼────────────┼──────┼──────┼──────────┼─────────┤

│Cost in │ │ │ │ │ │ │

│cents, per│ │ │ │ │ │ │

│ton, or │ │ │ │ │ │ │

│per │ │ │ │ │ │ │

│passenger │ │ │ │ │ .015 F.│ .466│

│per mile │ │ │ │ │ │ │

│run, N. Y.│ │ │ │ │ │ │

│and Erie │ │ │ │ │ │ │

│Railroad. │ │ │ │ │ │ │

│ │ │ │ │ │ │ │

│ │ .022│ .045│ .067│ .166│ .018 P.│ .511│

│ │ │ │ │ │ │ │

├──────────┴──────────┴────────────┴──────┴──────┴──────────┴─────────┤

│ │

└─────────────────────────────────────────────────────────────────────┘

┌───────────────────────────────────────────────────────────┐

│ 407. TABLE SHOWING THE GENERAL AND DETAILED EXPENSES OF │

│ WORKING AND MAINTAINING THE RAILROADS OF NEW YORK STATE, │

│ FOR 1854, AND THE NEW YORK AND ERIE RAILROAD FOR THE YEAR │

│ ENDING SEPTEMBER 30, 1855. │

├──────────┬─────────┬───────────┬────────────────┬─────────┤

│ │ │Salaries of│ │ │

│ │ Station │ employees │ General │ Grand │

│ │expenses.│ in and │superintendence.│ Total. │

│ │ │ about │ │ │

│ │ │ trains. │ │ │

├──────────┼─────────┼───────────┼────────────────┼─────────┤

│ │ │ │ │Cost per │

│Nature of │ Repairs │Conductors.│ Stationery. │passenger│

│ the item │ and │ Brakemen. │ Salaries. │ or per │

│ is shown │material.│ Weighing. │ Offices. │ton, per │

│ in │ Warming │ Loading. │ Travelling. │mile run,│

│horizontal│ and │ Porters. │ Advertising. │ or cost │

│ columns. │lighting.│ Watchmen. │ Agencies. │per mile │

│ │ │ │ │of road. │

│ │ │ │ │ │

│ │ │ │ │ │

│ │ │ │ │ │

│ │ │ │ │ │

│ │ │ │ │ │

│ │ │ │ │ │

├──────────┤ │ │ │ │

│ Name of │ │ │ │ │

│railroad. │ │ │ │ │

│ │ │ │ │ │

├──────────┼─────────┼───────────┼────────────────┼─────────┤

│Cost, in │ │ │ │ │

│dollars, │ │ │ │ │

│per mile, │ —│ 371│ 180│ 1905│

│upon N. Y.│ │ │ │ │

│State │ │ │ │ │

│Railroads │ │ │ │ │

│ │ —│ 246│ 170│ 2056│

├──────────┼─────────┼───────────┼────────────────┼─────────┤

│Cost in │ │ │ │ │

│cents, per│ │ │ │ │

│ton, or │ │ │ │ │

│per │ │ │ │ │

│passenger │ .023│ .240│ .045│ .965│

│per mile │ │ │ │ │

│run, N. Y.│ │ │ │ │

│and Erie │ │ │ │ │

│Railroad. │ │ │ │ │

│ │ │ │ │ │

│ │ .026│ .159│ .053│ 1.002│

│ │ │ │ │ │

├──────────┴─────────┴───────────┴────────────────┴─────────┤

│ DEDUCTIONS. │

└───────────────────────────────────────────────────────────┘

408. The following general measures are recommended by Lardner in his

Railway Economy, as being the means of obtaining increased economy in

the working of railroads.

1st. So to manage the traffic as to cause the cars to carry more

complete loads.

2d. To encourage the transport to long distances.

3d. To regulate the tariff so as to give the largest possible number of

cars to each engine.

4th. To adjust the tariffs where the business is chiefly in one

direction, so as to attract return traffic, that the cars may not run

without a load.

5th. Not to increase the number of trains beyond a reasonable

accommodation of traffic.

6th. To diminish as far as possible express trains, if it be not

practicable to abolish them altogether.

RECEIPTS AND PROFITS.

409. The distribution of expenses, as we have seen, is somewhat

complicated, and is systematically done upon a very few roads. The

classification of receipts is, however, very easy, and is properly

detailed in nearly all railroad reports. Upon the New York State

railroads, the following was the division for the year 1854.

Average receipts per mile of road,

Passengers, $4,074.16

Freight, 3,776.72

Extras, 427.28

—————————

Whole, $8,278.16

Whole expense, $4,710.14

or fifty-seven per cent. of the receipts.

Receipts per mile run by trains,

Passengers, $1.32

Freight, 2.02

Extras, 1.67

—————

Whole, $5.01

—————

Average, 1.67

—————

Whole expense per mile run by train, $0.97

Average receipts per passenger and per ton, per mile,

Passenger, 1.95 cents,

Ton, 2.79 cents,

————

Average of passenger or ton, 2.37 cents,

————

Average expense of passenger or ton, 1.38 cents,

410. Upon the New York and Erie Railroad for the year ending September

30, 1856.

Receipts per mile of road,

Passengers, $3,397.34

Freight, 7,143.42

Express and mail, 397.84

——————————

Whole, $10,938.60

Whole expense per mile of road, 5,263.00

or forty-eight per cent, of the receipts.

Receipts per mile run by trains,

Passengers, $1.16

Freight, 2.13

Average receipts per passenger and per ton, per mile,

Passenger, 2.02 cents,

Ton, 2.37 cents.

411. Upon the New York State roads,

Average number of passengers per mile run, 57.4

Average distance travelled by passengers, 81.4

Average tons per mile run, 90.0

Average distance, whole number of tons carried, 177.0

Length, 496 miles,

Freight tonnage, 150,673,997 miles,

Passenger, 84,069,398 miles.

412. It is of course an object on every railroad to make the gross

receipts overbalance the gross expense by the largest possible amount.

The elements which determine the gross receipts are,

The charge per mile, for transport,

The number of units transported,

The distance carried,

of which the company’s directors can control the first only, except as

adjustment of rates may attract business.

Reduction of tariff, to a certain degree, has the effect of increasing

the receipts by augmenting the number of fares; but the reduction may be

carried too far. So, also, for a certain distance, increased rates will

increase the whole receipts; but in this case, also, the extreme must be

avoided. The point to be arrived at is, evidently, that at which the

difference of expense and receipt is the greatest, and this is not

necessarily when receipts are the greatest.

We can make the receipts nothing either by making the charges so large

that nothing can bear them, or so small as to vanish. Even when the

receipts are 0, we still have the expense of moving the empties.

By forming a table in which one column shall show the different charges,

and the second the corresponding amounts transferred, with the

consequent receipts and cost of working, we shall find which rate of

charge will give the greatest difference between expense and receipt.

EXPRESS TRAINS.

413. Express trains are a source of vast expense, directly and

indirectly, which can never be repaid by any practicable tariff to be

levied upon them. Dr. Lardner, (1850):—

Resolved, That this meeting recommend the adoption of a higher rate of

fare upon express passenger trains, corresponding in some degree to the

increased cost of such trains.—American Railroad Convention of 1854.

INCREASED COST OF WORKING.

This is due to the extra wear and tear of engines, cars, and road, from

increased speed, and also to the delays occasioned to other trains in

motion at the same time.

The influence of express trains is felt not only by themselves, but by

nearly all the trains upon the road.

NOTE.—To determine the most economical speed, regard need only be

had to the variable elements of cost, namely: cost of power, and

maintenance of superstructure, and rolling stock; assuming the power

expended as the resistance, and the cost of repairs of machinery and

superstructure as the velocity, we form the following table:—

Velocity in Resistance Hours con. Product of Cost of

miles per in pounds in going column 2 × repairs. Result.

hour. per ton. 300 miles. 3.

10 8.6 30 258 100 358

15 9.3 20 186 150 336

20 10.3 15 154 200 354

25 11.6 12 139 250 389

30 13.3 10 133 300 433

35 15.2 8.60 131 350 481

40 17.3 7.50 130 400 530

45 19.8 6.67 132

50 22.6 6 136

60 29.1 5 145

100 66.5 3 200

The result is found by adding the product of columns 2 and 3, or

column 4 to column 5, from which the minimum cost is seen to be

produced by a very little more than fifteen miles per hour. The

variable (and above assumed) element is the rate of increase of cost

of maintenance.

All trains in motion at the same time within a certain distance of the

express, must be kept waiting with steam up, or be driven with extra

velocities in order to keep out of the way.

_Where the time table is so arranged as to call for speed nearly equal

to the full capacity of the engine, it is very obvious that the risks of

failure in “making time” must be much greater than at reduced rates; and

when they do occur, the efforts made to gain time must be

correspondingly greater and uncertain. A single example will be

sufficient to show this_:—

_A train whose prescribed rate of speed is thirty miles an hour, having

lost five minutes of time, and being required to gain it, in order to

meet and pass an opposing train at a station ten miles distant, must

necessarily increase its speed to forty miles an hour; and a train whose

prescribed rate of speed is forty miles an hour, under similar

circumstances, must increase its speed to sixty miles an hour; in the

former case it would probably be accomplished, whilst in the latter it

would more probably result in failure; or, if successful, it would be so

at a fearful risk of accident._

_But a failure in either case would have the effect of retarding the

movement of the opposing train, deranging the time of those of the same

and of an inferior class in both directions, involving, perhaps, on the

part of the latter, the necessity of similar struggles for time, and

thus may prove the primary cause of accident to all trains whose

movements may have been affected thereby._

The first cost of locomotives, (assuming the cost to increase with the

weight,) is thirty per cent. greater for express trains, than for those

of the second or third class.

The cost of repairs being assumed as the product of the weight by

distance run, and this distance being the same, is as the weight, or

increased thirty per cent. (This assumes the power to be equally well

adapted.)

The cost of cars does not (though it ought), differ much for express or

slow trains; the cost of repairs will certainly be increased.

The interest of construction capital to be charged to expresses, will

be, their mileage proportion plus any expense which may have been

incurred in reducing curves and grades; the proportion of repairs of

superstructure, charged to expresses, will depend on their weight. The

locomotive causes 25/29 of the wear of rails, and as the weight of the

engines is increased thirty per cent., the increased wear will be of

15/58.

The use of stations and of employees costs no more for express than for

accommodation trains.

The repairs of locomotives will be nearly, if not quite, as the product

of their weight by the distance run; and this, from the above, will be

thirty per cent. greater on an express than on an ordinary train, the

distance being the same.

The carriages for express trains ought to be at once stronger and more

convenient than those for the slower work, the shocks arising from

irregularities in the rails being very much greater as velocity

increases; and the runs being very long, passengers require easier

seats, even, in some cases, accommodation for sleeping. The cost for

repairs, therefore, of express cars, would be somewhat greater than for

any others.

COST AND MAINTENANCE OF WAY AND WORKS.

As the speed is increased, the relative effect of grade and curves is

lessened, but the absolute danger of passing curves is increased.

Express trains require larger radius of curvature, or greater elevation

of exterior rail than others, which extra elevation causes an

unnecessary resistance to all other trains. The rails to resist large

and heavy wheels must be heavier and more firmly fastened. All bridges

and viaducts (particularly if on grades or curves), will require more

strength to resist the increased shocks to which they will be subject.

The wear of rails is nearly as the weight passing over them; the wear of

rails consequent upon stopping and starting the trains depends upon the

momentum of the train which is to be imparted to them.

The proportion, in which the working expenses are distributed under the

several heads on the larger railways of Great Britain, is as follows:—

Direction and management, 7

Way and works, 16

Locomotive department, 35

Cars, 38

Sundries, 4

———

100

And the percentage of increase due to fast travelling, to be applied to

the several items of expense, with the resulting increase in total

expense, is shown below.

Direction and management, 7 0 = 0.0

Way and works, 16 27 = 4.3

Locomotive department, 35 30 = 10.5

Cars, 38 10 = 3.8

Sundries, 4 0 = 0.0

——— ————

100 18.6

or 18 per cent. increase, nearly.

Express trains, as worked on many roads, run at an unnecessary speed, to

make up for frequent stops. Overcoming a long distance in a short time,

depends as much on decrease in the number of stops, as increase in the

speed.

The following figures show the effect of decreasing the number of stops.

A train running 400 miles, and stopping once in fifty miles, each stop

being five minutes, (including coming to rest and starting,) to pass

over the whole distance in eight hours, must run fifty-five miles per

hour.

Stopping once in twenty miles, sixty-three miles per hour.

Stopping once in ten miles, eighty-six miles per hour.

The following table shows the velocities of the different classes of

trains in England, France, and Belgium, including and excluding stops.

EXCLUDING STOPS.

Express. 1st class. 2d class. 3d class.

England, 43.9 32.8 32.8 25.2 miles per hour.

France, —— 27.5 24.3 28.1 miles per hour.

Belgium, —— 26.2 25.7 27.6 miles per hour.

INCLUDING STOPS.

Express. 1st class. 2d class. 3d class.

England, 36.5 24.8 24.8 17.5 miles per hour.

France, —— 22.1 17.9 19.9 miles per hour.

Belgium, —— 20.7 19.3 18.1 miles per hour.

The distances at which the different classes of trains stop in the

several countries, are as follows:—

TRAINS STOP ONCE IN

1st class. 2d class. 3d class. Express.

England, 8 miles, 8 miles, 5 miles, 24 miles.

France, 10 miles, 6 miles, 6 miles, —— miles.

Belgium, 6.8 miles, 5.6 miles, 5 miles, —— miles.

OF THE INCREASED DANGER OF FAST TRAVELLING.

The causes of accident, beyond the control of passengers, are

Collision by opposition.

Collision by overtaking.

Derailment by misplaced switches and draws.

Derailment by obstacles upon the rails.

Breakage of machinery.

Failure of track or bridges.

Fire.

Boiler explosions.

Those _causes_ which are aggravated by fast travelling are the first,

second, fifth, and sixth; the _effects_ of all are worse at high speeds

than at low.

The proportion of accidents due to each of these causes, taken at random

from one hundred cases on English railways, are as follows:—

Collision, 56

Breaking of machinery, 18

Failure of the road, 14

Misplaced switches, 5

Obstacles on rails, 6

Boiler explosion, 1

———

100

In collision by opposition, the engines, tenders, and baggage cars must

be demolished before the shock reaches the passengers; in collision by

overtaking, the engine of the rear train plunges at once into the last

passenger car of the leading train; the force in the last case is the

difference of the speeds, in the former the sum. The _increase_ of

danger from this cause, attendant upon express trains, is due, first, to

the longer time required in stopping, and second, in the greater shock

if collision occurs.

Breakage of machinery is more liable to take place while wheels are

revolving 25,000 times per hour, than when the speed is less.

Failure of the superstructure of bridges, (particularly when on curves

or grades,) is more liable to take place at high than at low velocities.

Accidents from obstacles upon the track, from fire, boiler explosions,

and misplaced switches, are no more attendant upon express than upon

other trains, but the consequences are worse with the high speeds.

From the analysis above, of one hundred accidents, it appears that

eighty-eight per cent. of the cases are due to the causes that are

aggravated by increase of speed, and if we assume the aggravation of

collision, and breakage of machinery, to be (speed being doubled) as two

to one, the danger of travelling a fixed distance, by express, is

eighty-eight per cent. greater than by a slow train.

COMPARATIVE COST OF WORKING HEAVY AND LIGHT TRAINS.

414. The question is sometimes asked, if it would not be better to run a

greater number of trains and reduce the weight of engines. A comparison

of cost is easily made.

The cost of working trains consists of

Fuel, oil, and waste.

Engine-men’s wages.

Wear of rails.

Conductor and brakemen.

Wear of cars.

Suppose we have to move 1,000 tons per day over any road. If we do it by

one engine and 100 cars, the whole cost will be

One Engineer $2.00

One Fireman 1.50

One Conductor 1.75

Four Brakemen 5.00

——————

$10.25

And if we move 1,000 tons by _ten_ trains of one hundred tons each,

Ten Engine-men at $2 $20.00

Ten Firemen at 1½ 15.00

Ten Conductors at 1¾ 17.50

Ten Brakemen at 1¼ 12.50

——————

$65.00

Difference of salaries in favor of the heavy train, of $54.75.

As the whole weight upon the drivers must be the same to move a given

load by either method, the only difference in weights of engines will be

that upon the truck. To lead well a truck must have five tons upon it.

The whole weight upon _ten_ trucks is, then, fifty tons, and that upon

_one_, _five_ tons, which leaves an excess of forty tons to be daily

carried over the road by the small trains. The heaviest freight engine

will not cost over $15,000; the cost of an engine to draw one hundred

tons cannot be less than $5,000.

10 × 5000 = 50000 less 15000 is $35000. 6/100 of 35000 is $2100.

Add to this five times as much fuel used in firing up and standing with

steam up, ten times as much oiling, cleaning, and repairing, ten times

as much engine house and shop accommodation; also that the cars in

frequent trains are much less loaded than in seldom ones, increased

delay and chance of accident from increased number of trains, and

estimating all of them at $170.00 per day, (the cost of the large engine

being assessed at $30 per day, and that of each of the small ones as

$20, the daily difference is $170,) and we have, as the whole daily

increased cost of working ten small over one large train,

170.00 + 54.75 × (6/100 of 35000)/313 or 6.71 = $231.46 per day,

or $72,446.98 per annum, which employs a capital of $1,207,449.

BRANCH ROADS.

415. These lines, when belonging to the main road, are generally worked

at a loss; and when independent, are a poor investment. At a meeting of

the directors of the Boston and Worcester (Mass.) Railroad in February,

1855, it was declared that out of six branches, but one was profitable.

That four of them gave an income upon cost of from one and a quarter to

one and three quarter per cent.

Independent branch lines generally share a joint business by the mileage

standard; and here is where they lose, for if the branch trains do not

traverse the main line, and the tribute passengers help to fill a train

which runs at any rate upon the main, then the branch expense of

carrying the passengers is to that of the main, as (say ninety to ten),

and the branch should take 90/100 of the receipts. In this case the

branch is charged with using both the cars and road of the main. If it

runs its own cars over the main, (as when the branch is near the

terminus,) it should be charged only with the wear of the road.

In like manner several roads, forming a continuous line, should not

divide the receipts according to the mileage; but according to the cost

of working that mileage. Thus if we have the continuous line below,

column one shows the length; column two, the cost of building; column

three, that of maintaining; and column four, the division of receipts.

Division. Length. Construction Maintaining Result.

Capital. Capital.

1 8 10 4 10 + 4 = 14

2 9 6 3½ 6 + 3½ = 9½

3 6 7 2¾ 7 + 2¾ = 9¾

4 10 4 1¼ 4 + 1¼ = 5¼

REPRODUCTION OF ROAD AND STOCK.

416. Besides the annual repairs necessary to maintain a road in proper

working order, there is needed a periodic expenditure for

_reproduction_. Evidently the time will come, upon all roads, when rails

and sleepers, buildings, bridges, etc., need to be replaced. Knowing the

life of rails, we also know the annual depreciation, and from that can

easily find what sum must annually be laid aside, which being properly

invested, shall, at the end of the life of the rail, together with its

interest, be equal to the cost of renewing.

RAILS.

Suppose rails to last ten years, the annual depreciation is ten per

cent. At sixty lbs. per yard we have one hundred and five tons per mile,

which, at $60 per ton, amounts to $6,300. Let the cost of rerolling and

relaying be $30 per ton, the depreciation is then $30 per ton for ten

years, or $3 per ton per annum, or $315 per mile per annum.

SLEEPERS.

If sleepers last seven years, and cost forty cents apiece, their annual

depreciation per mile (at 2,400 per mile) will be $138 per mile

(nearly).

BRIDGES.

If wooden bridges cost $30 per lineal foot, and last twenty years, the

annual depreciation per foot will be $1.50, and if there is ten feet per

mile of road, $15 per annum per mile.

EXTRAS.

Allowing for the annual depreciation per mile of buildings, fences,

etc., $33, we have as the whole annual depreciation, $500 per mile; and

the amounts which yearly reserved and placed at compound interest for

each of the ten years, will pay for reproducing the road, are as

follows:—

At the end of the 1st year $298

At the end of the 2d year 315

At the end of the 3d year 333

At the end of the 4th year 354

At the end of the 5th year 373

At the end of the 6th year 397

At the end of the 7th year 417

At the end of the 8th year 446

At the end of the 9th year 472

At the end of the 10th year 500

which, at six per cent., gives, at the end of the tenth year, $500 each.

NOTE.—Reproduction of rolling stock has been proved to be nothing

more than repairs, as a locomotive may be fitted with one and

another new part until none of the original machine remains. See

Lardner’s Railroad Economy.

As the business upon a railroad increases, so does the amount of station

accommodation necessary, and also of rolling stock, which increase

should be debited to capital, and not to revenue.

The permanent investors in a railroad are in favor of having capital

maintained, even at the expense of revenue. The temporary shareholders,

and the speculators in stock, wish most to produce large dividends, even

at a sacrifice of capital, and would charge nothing to revenue.

The rights of both of the above classes are to be regarded, as the road

is often built mainly by the efforts of the temporary investors.

WORKING RAILROADS BY CONTRACT.

417. An experiment has lately been tried upon the working of railroads

which bids fair to reduce very considerably the cost of operating; and

to render the enterprises more profitable, namely, working the several

departments by contract; that is, paying certain persons a fixed price

for supplying the necessary amount of power, cars, or material per

annum, thus bringing into play _private interest_ and _individual

enterprise_. There is no doubt but that by a judicious system of this

kind, correctly applied, many roads which are now worthless could be

made to pay, while the value of good roads would be also increased.

CLASSIFICATION OF FREIGHT.

418. Freight is classified according to its nature, the commercial

nature of the country traversed by the road, and the direction of the

principal market. The distribution adopted upon some of the large roads

is as follows:—

CLASSIFICATION OF ARTICLES.

[Articles marked thus * at owner’s risk.]

_Double First Class._

Baskets, * Band Boxes;

* Camphene;

* Carboys, and contents;

* Demijohns, and contents;

* Eggs;

Feathers, in bags;

Furs;

Hobby Horses;

Musical Instruments;

* Plaster of Paris, (ornaments);

Pictures, in frames;

Teazles, in casks;

Wagons, (children’s);

Willow Ware.

_First Class._

* Ale, in glass;

* Apples, green, _pre-paid_;

Bacon, loose;

Batting;

Bells;

* Berries, _pre-paid_;

* Blinds, (window) in packages;

Bonnets;

* Books, in boxes;

Boots;

Bran, in bags;

Brass, in sheets and pigs;

Brass Castings;

Brass Vessels;

Bread and Biscuit;

Brooms, in bales or bundles;

Broom Handles, in boxes or bundles;

Brushes;

Buffalo Robes, packed;

Buttons;

* Candies and Confectionary, canvassed;

Cane;

Cards;

Carpeting;

Caps;

China Ware;

Chocolate;

* Cigars, in boxes;

Cinnamon;

* Clocks, in boxes;

Cocoa;

Cassia;

Coffee, ground;

Collars;

Combs;

Copper, in sheets and pigs;

Copper Vessels;

Corks;

* Cotton, in bales;

* Cotton Waste;

Covers and Sieves;

* Cranberries;

* Cutlery;

Deer Skins, in bundles;

Doors;

Dry Goods;

Fancy Goods;

* Figs, in boxes;

Fire-arms;

* Fish, fresh, _pre-paid_;

Flour, in bags;

Forks, hay and manure;

* Fruits, fresh, _pre-paid_;

* Game, _pre-paid_;

Garden Seeds;

Ginger;

* Glass, in boxes;

* Glass Ware, in boxes or casks;

Glue;

* Grapes, _pre-paid_;

Gun Stocks, in boxes or bundles;

Hair, in sacks;

Hams, loose;

Harness;

Hides, dry;

Hoe Handles;

* Hollow Ware;

* Honey;

Hops, pressed;

* Ice, _pre-paid_;

Indigo;

Ink;

Iron Castings, light;

Ivory;

Japan Ware;

Joiners Work;

* Lemons, in boxes, canvassed;

* Looking-glasses, well boxed;

* Machinery, boxed, light;

Marble, wrought, at owner’s risk of breakage;

Mats;

Mattrasses, double, at 150 pounds each;

Mattrasses, single, at 100 pounds each;

Mill Stuffs, in bags or casks;

Measures;

* Meat, fresh, _pre-paid_;

Meat, in bulk, salted;

Medicines;

* Melons, _pre-paid_;

Moss, in sacks;

Nuts, in sacks or casks;

* Oranges, in boxes, canvassed, _pre-paid_;

* Oysters, in cans or kegs;

Palm Leaf, in bales;

Paper, brown wrapping and straw, (light);

Paper Hangings;

Pelts;

* Porter, in glass;

* Poultry, dressed, _pre-paid_;

* Prunes;

Rags, (see second class);

* Raisins;

Rake Handles;

Rattan;

Rugs;

Saddle Trees;

Saddlery;

* Sash, in packages;

Scale Beams;

Scythe Snaths;

Shoes;

Shovel Handles;

Soap, fancy;

Soda;

Spices;

* Spirits Turpentine;

Stationery;

Straw Goods;

Teas, (see third class);

Tin Ware, in crates or hhds.;

Toys;

Trunks, empty, 80 pounds each;

Tubs;

Turners’ Work;

* Vegetables, _pre-paid_;

Veneering;

Wadding;

Warp, on beams;

Warp Beams;

Waste, woollen;

Wax;

Whalebone;

Wheelbarrows;

Whips;

Wicking;

* Wines, in baskets or boxes;

* Wooden Ware;

Wool;

Woollens.

_Second Class._

Alcoholic Liquors;

* Ale, in casks;

Apples, dried;

Alum;

Anchors;

Anvils;

Ashes, pot or pearl;

Axes, in boxes;

Axles, iron;

Bacon, packed;

Bagging;

Barilla;

Bark, tanner’s, 1¼ cord per ton;

Beans;

* Beef, in casks or boxes;

Beer, in casks;

Bleaching Salts;

Bones;

* Bottles, packed, (empty);

Brimstone;

Burr Blocks;

Burlaps, in original packages;

* Butter, in firkins;

* Candles, in boxes;

Cannon;

Canvas;

Castings, heavy;

Cement;

Chains;

Chalk;

Chair and turned Stuff in bales or bdls.;

Cider, in casks;

Cheese, in boxes or casks;

Clay, Coal, and Coke, in casks or boxes;

Clover Seed;

Coffee, in sacks;

Copperas;

Cordage;

Crockery Ware, well packed;

Domestics, in original packages;

Dye Stuffs, in woods;

Earthen Ware, well packed;

* Fire Brick;

Fish, dried or salted;

Flax Seed;

Flocks;

Floor Cloth, painted;

Flour, in barrels, 20 barrels or less;

Furnaces;

Grain, of all kinds;

* Grindstones;

Groceries, generally heavy, not otherwise specified;

Gunnies, in bales;

Hoes;

Hams, shoulders or sides, in casks or boxes;

Hardware, except Cutlery;

* Hemp, in bales;

Hemp Seed;

* Hides, green;

* High Wines;

Hoops, shaved or split, 3,000 pounds per cord;

India Rubber;

Iron, pig, bloom, boiler, rod, and bar;

Iron, hoop, sheet, or bolts;

Iron, nuts, rivets, and spikes;

Junk;

Lard, in barrels or casks;

Lead, sheet, pig, or pipe;

Leather;

Liquors, in barrels or casks;

Lime, in barrels or casks;

Marble, unwrought, at owner’s risk of breakage;

Meal, in bags or casks;

Molasses;

Moss, pressed;

Nails, in kegs;

Oakum, in bales;

Oil, owner’s risk of leakage;

Oil Cake,

Oil Cloth;

* Oysters, in shell;

Paints, dry or in oil;

Paper, (white,) in boxes or bundles;

Paper, (heavy brown and hardware);

Pasteboard;

Pepper;

Peaches, dried;

Peas, in sacks or casks;

Pickles, in casks;

* Pipes, in boxes;

Pitch;

Plaster, in casks or barrels;

Ploughs;

Pork, packed;

* Porter, in casks;

Potatoes, in casks or sacks;

Rags, foreign, pressed;

Rakes;

Railroad Chairs and Spikes;

Rice;

Rope;

Rosin;

Saleratus;

Salt, in bags or casks;

Saltpetre;

Scales, in boxes;

Scythes, in bundles;

Scythe Stones;

Shot, in bags;

Shovels and Spades;

Sizing;

Slate;

Soap, (common,) in boxes;

Soda:

Spelter and Zinc;

Spikes, in kegs;

Spirits, domestic;

Starch;

Steel, in boxes or bundles;

Steel Springs;

Stone;

* Stone Ware, well packed;

Sugar;

Sumac;

Tallow, owner’s risk of heat;

Tar;

Tiles;

Tin, metal and plate;

Tobacco, in bales, boxes, or hhds.;

Tow, pressed, (in bales,) owner’s risk of fire;

Twine, in bales;

Vegetable Roots, in sacks or casks;

* Vinegar;

Water, Mineral;

Whiskey, in casks;

White Lead;

Whiting;

* Wine, in casks;

Wire, in rolls and casks;

Woods, in shape, unfinished;

Woods, of value, namely, Mahogany, Lignum Vitæ, Rosewood, Cherry,

Cedar, Walnut, etc.;

Wool, foreign, pressed, in bales;

Yam, pressed;

Zinc and Spelter.

_Third Class._

Includes the following articles in quantities of 8,000 pounds, and less

than 16,000 pounds, in any one shipment from one consignor to one

consignee. Same articles shipped in like manner, in quantities of 16,000

pounds and upwards, will be taken at special rates.

Anchors;

Anvils;

Ashes, pot and pearl, in casks;

Axes, iron;

Bacon, packed;

Bark, tanner’s, 1¼ cord per ton;

Beans, in sacks or casks;

Beef, packed;

Burr Blocks;

Cannon;

Cement, in barrels or casks;

Chain Cable;

Cider;

Clay;

Coffee;

Copper, in boxes;

Flaxseed, in sacks or casks;

Flour, in barrels;

Grain, of all kinds;

Grindstones;

Hams, packed;

High Wines;

Iron, pig, bar, bloom, sheet, hoop, or rod;

Iron Castings, heavy;

Lard, in casks or barrels;

Lead, sheet, pig, or pipe;

Lime, in barrels;

Marble, unwrought, at owner’s risk of breakage;

Molasses;

Nails, in kegs;

Plaster, in barrels;

Pork, packed;

Potatoes, in sacks or casks;

Railroad Iron, Chairs and Spikes;

Salt, in sacks and barrels;

Shot;

Slate;

Spikes, in kegs;

Sugar, in casks;

Teas;

Tobacco, in boxes or hhds.;

Vinegar, in barrels;

Whiskey, in barrels.

Besides the above regular articles, are the following special objects of

transport:—

Stores;

Cabinet Ware;

Brick;

Charcoal;

Pressed Hay;

Broom Corn;

Boxes of Cigars;

Barrels;

Bags;

Corn in the Ear;

Poultry;

Looking-glasses;

Trees and Shrubbery;

Safes;

Mill-stones;

Steam-engines;

Machinery;

Agricultural Implements;

Lumber;

Live-Stock;

Carriages;

Coal and Coke.

TIME TABLES.

Fig. 158, (see end of volume).

419. The most complete graphic solution of an engineering problem, is

doubtless the time table of S. S. Post, Esq., chief engineer of the New

York and Erie Railroad. Let the vertical lines represent _time_ in

spaces of ten minutes each, and the horizontals, distances, the heavy

lines representing the several way stations. Suppose now that we leave

station A at six, A. M., and wish to arrive at K at two, P. M., stopping

ten minutes at each station; the number of way stations being eight, the

whole time consumed in stops will be 10 × 8 = 80 minutes. From two, P.

M., and on the line K, go back eighty minutes or to M, and from A draw A

B, in the direction A M, which cuts the line B B at B, which is four

miles, or thirteen minutes from A. Now, as we _wait_ ten minutes, pass

along _on the line_ B B one division (ten minutes) to B′ and start again

parallel to A B, arriving at C at one and a half hours from starting.

Proceeding thus, we arrive at K at the required time. The inclination of

the line shows the speed. Thus, if it passes twenty horizontal spaces in

six vertical divisions, we have twenty miles in sixty minutes, or twenty

miles per hour.

Suppose now we would start an express train at eight, A. M., from A to

arrive at K at one, P. M., (see line 8 F,) it will pass the first train

at station F, and will run at the rate of seventeen miles per hour from

A to F, at the same rate from F to G, and at _thirteen miles per hour_

from G to 1.

Suppose also that we start a train from K at six, A. M., to arrive at A

at eleven, A. M., we pass the before-mentioned trains at E and D.

Also a freight train which is required to pass the above named trains,

leaving K at eight, A. M., and arriving at A at one, P. M., will stop

ten minutes at G, ten minutes at M, pass the first train at L, wait ten

minutes on a siding at two and a half miles from L, and run to A at

nearly a uniform rate of speed.

So also may the motion of any train be laid down and traced through the

hours of the day upon the table. By plotting the profile of the road

upon the line A K, the places are shown at which grades will oblige us

to use a less speed. Curves also may be shown by increasing the

steepness of the grades; or by making a grade on the profile when the

road is level, steep enough to involve an amount of power equal to that

consumed by the curve.

LOCOMOTIVE REGISTERS.

420. American railroad reports are, as a general thing, quite destitute

of detailed accounts of the performance of the power. Some of the large

roads, indeed, are of late improving in this respect.

That fares and tolls may be properly applied to the different articles

of transport, the cost of moving each article should be known.

Such items as the salaries of employees, and repairs of machinery, are

easily distributed to the proper heads; but the correct amount of fuel,

oil, and waste, to be charged to any department, is not so evident. What

we require is, the exact amount of fuel, oil, and waste used, and work

done by each engine; to obtain which, some system of registering these

quantities must be adopted.

The following five blanks being filled, we have all that is required:—

Number 1 is the engineer’s weekly return to the master of machinery, and

gives, as seen, the times of arriving at, and departing from, each

station. The fuel should always be ready at each station for delivery,

in cords and half cords, or in tons and fractions, when coal or coke. It

may be delivered either from a small car placed on a pair of rails at

right angles to the track, or from a box hung upon a crane, which may be

at once swung over and lowered into the tender; the box which is already

in, being first removed. The latter method gives the most correct

results, as whatever fuel is left at the station may be credited to the

engine. The whole operation of wooding would not take longer than it

does to describe it, and would lead to a systematic and economical

method of working.

The tanks and pumps being charged to construction, we may, without

material error, charge the cost of the water supply to the trains

according to their mileage.

Number 2 is the wood register, showing the amount of fuel delivered to

the several engines from the different stations, and should be weekly

signed and returned by the station wood master to the fuel agent. The

engineer’s fuel receipts (No. 1) check these reports.

Number 3 is the conductor’s mileage account, giving the exact weight

left at, and taken from, each station; and, consequently, the load

carried between stations, which is checked by the station master’s

return.

Number 4 is the monthly account of the performance of engines, compiled

from the weekly return by the superintendent of machinery, and reported

to the superintendent.

Number 5 gives the annual performance of each and all of the engines

upon the road, and is obtained from the monthly reports, and from those

of the repair and transportation departments.

The work done by different classes of cars should be registered in like

manner.

Knowing the amount of material used, and also the work done, it is easy

to find the cost per mile of moving any article of transport, regard of

course being had to the character of the parts of the road traversed by

the several engines. An engine working a sixty feet grade should be

allowed more fuel than one which works a level only.

NUMBER 1.

A. and B. Railroad. Report of amount of material consumed, and of work

done by Engine No. 50, during the week ending July 4, 1856.

————————, Engineer.

┌───────┬───────────────────────────────────────────────────────┐

│MONDAY.│Name of train. │

├───────┼──────────────────┬───┬───┬───┬───┬───┬───┬───┬───┬────┤

│ │Name of station. │ │ │ │ │ │ │ │ │ │

├───────┼──────────────────┼───┼───┼───┼───┼───┼───┼───┼───┼────┤

│ │Time of arriving. │ │ │ │ │ │ │ │ │ │

├───────┼──────────────────┼───┼───┼───┼───┼───┼───┼───┼───┼────┤

│ │Time of departing.│ │ │ │ │ │ │ │ │ │

├───────┼──────────────────┼───┼───┼───┼───┼───┼───┼───┼───┼────┤

│ │Fuel taken. │ │ │ │ │ │ │ │ │ │

├───────┼──────────────────┼───┴───┴───┴───┴───┴───┴───┴───┼────┤

│ │ │Whole cost fuel consumed │————│

│ │ │Whole time under steam │————│

│ │ │Whole time running │————│

└───────┴──────────────────┴───────────────────────────────┴────┘

And the same for each day of the week.

WEEKLY MEMORANDA.

Cords of wood used ————

Gallons oil used ————

Pounds tallow used ————

Pounds waste used ————

Miles run ————

Whole time running ————

Whole time under steam ————

Time under repairs ————

Cost of repairs ————

————, Master of Machinery.

NUMBER 2.

┌───────────────────────────────────────────────────────────────────┐

│ —— RAILROAD. AMOUNT OF FUEL DELIVERED TO ENGINES FROM —— STATION │

│ DURING WEEK ENDING ——. │

├───────────────────────┬───┬───┬───┬───┬───┬───┬───┬───┬───┬───────┤

│ Name of Engine. │A. │B. │C. │D. │E. │F. │G. │H. │K. │Total. │

├───────────┬───────────┼───┼───┼───┼───┼───┼───┼───┼───┼───┼───────┤

│MONDAY. │Morning. │ │ │ │ │ │ │ │ │ │ │

├───────────┼───────────┼───┼───┼───┼───┼───┼───┼───┼───┼───┼───────┤

│ │Afternoon. │ │ │ │ │ │ │ │ │ │ │

├───────────┼───────────┼───┼───┼───┼───┼───┼───┼───┼───┼───┼───────┤

│TUESDAY. │Morning. │ │ │ │ │ │ │ │ │ │ │

├───────────┼───────────┼───┼───┼───┼───┼───┼───┼───┼───┼───┼───────┤

│ │Afternoon. │ │ │ │ │ │ │ │ │ │ │

├───────────┼───────────┼───┼───┼───┼───┼───┼───┼───┼───┼───┼───────┤

│WEDNESDAY. │Morning. │ │ │ │ │ │ │ │ │ │ │

├───────────┼───────────┼───┼───┼───┼───┼───┼───┼───┼───┼───┼───────┤

│ │Afternoon. │ │ │ │ │ │ │ │ │ │ │

├───────────┼───────────┼───┼───┼───┼───┼───┼───┼───┼───┼───┼───────┤

│THURSDAY. │Morning. │ │ │ │ │ │ │ │ │ │ │

├───────────┼───────────┼───┼───┼───┼───┼───┼───┼───┼───┼───┼───────┤

│ │Afternoon. │ │ │ │ │ │ │ │ │ │ │

├───────────┼───────────┼───┼───┼───┼───┼───┼───┼───┼───┼───┼───────┤

│FRIDAY. │Morning. │ │ │ │ │ │ │ │ │ │ │

├───────────┼───────────┼───┼───┼───┼───┼───┼───┼───┼───┼───┼───────┤

│ │Afternoon. │ │ │ │ │ │ │ │ │ │ │

├───────────┼───────────┼───┼───┼───┼───┼───┼───┼───┼───┼───┼───────┤

│SATURDAY. │Morning. │ │ │ │ │ │ │ │ │ │ │

├───────────┼───────────┼───┼───┼───┼───┼───┼───┼───┼───┼───┼───────┤

│ │Afternoon. │ │ │ │ │ │ │ │ │ │ │

├───────────┴───────────┴───┴───┴───┴───┼───┴───┴───┴───┴───┴───────┤

│Total to each engine. │ Wood Station Master ——.│

└───────────────────────────────────────┴───────────────────────────┘

NUMBER 3.

A. and B. Railroad. Conductor’s mileage return, for week ending July 4,

1856, showing work done by Engine No. 54.

┌───────────┬─────────────────────────────────────────────────────────┐

│MONDAY. │Train. │

├───────────┼─────────────────────┬──┬──┬──┬──┬──┬──┬──┬──┬──┬──┬──┬──┤

│ │Station. │ │ │ │ │ │ │ │ │ │ │ │ │

├───────────┼─────────────────────┼──┼──┼──┼──┼──┼──┼──┼──┼──┼──┼──┼──┤

│ │Cars taken. │ │ │ │ │ │ │ │ │ │ │ │ │

├───────────┼─────────────────────┼──┼──┼──┼──┼──┼──┼──┼──┼──┼──┼──┼──┤

│ │Cars left. │ │ │ │ │ │ │ │ │ │ │ │ │

├───────────┼─────────────────────┼──┼──┼──┼──┼──┼──┼──┼──┼──┼──┼──┼──┤

│ │Cars in train. │ │ │ │ │ │ │ │ │ │ │ │ │

├───────────┼─────────────────────┼──┼──┼──┼──┼──┼──┼──┼──┼──┼──┼──┼──┤

│ │Weight of train. │ │ │ │ │ │ │ │ │ │ │ │ │

├───────────┼─────────────────────┼──┼──┼──┼──┼──┼──┼──┼──┼──┼──┼──┼──┤

│ │Eq’d distance. │ │ │ │ │ │ │ │ │ │ │ │ │

├───────────┼─────────────────────┼──┼──┼──┼──┼──┼──┼──┼──┼──┼──┼──┼──┤

│ │Eq’d mileage. │ │ │ │ │ │ │ │ │ │ │ │ │

├───────────┼─────────────────────┴──┴──┴──┴──┴──┴──┴──┴──┴──┴──┴──┼──┤

│ │Total equated mileage │——│

├───────────┴──────────────────────────────────────────────────────┴──┤

│And the same for each day of the week. │

│ │

│ │

│ │

│ │

│ │

│ │

│ │

│ │

│ │

│ │

│ │

└─────────────────────────────────────────────────────────────────────┘

NUMBER 4.

┌───────────────────────────────────────────────────────────────────┐

│ A. AND B. RAILROAD. PERFORMANCE OF LOCOMOTIVE ENGINES FOR MONTH │

│ ENDING ——. │

├───────┬────┬─────┬───────────────────────┬───────────┬────────────┤

│ │ │Miles│ │ │ │

│Number.│Use.│run. │ Time. │ Wages. │ Fuel. │

│ │ │ │ │ │ │

├───────┼────┼─────┼────────┬─────┬────────┼─────┬─────┼──────┬─────┤

│ │ │ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │ │ │

│ │ │ │ │ At │ Under │ │Cost │ │Miles│

│ │ │ │Working.│rest.│repairs.│Cost.│ per │Cords.│ per │

│ │ │ │ │ │ │ │mile.│ │cord.│

│ │ │ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │ │ │

├───────┼────┼─────┼────────┼─────┼────────┼─────┼─────┼──────┼─────┤

│ │ │ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │ │ │

├───────┼────┼─────┼────────┼─────┼────────┼─────┼─────┼──────┼─────┤

│ │ │ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │ │ │

├───────┴────┴─────┴────────┴─────┴────────┴─────┴─────┴──────┴─────┤

│ │

└───────────────────────────────────────────────────────────────────┘

┌────────────────────────────────────────────────────────────────────┐

│ A. AND B. RAILROAD. PERFORMANCE OF LOCOMOTIVE ENGINES FOR MONTH │

│ ENDING ——. │

├────────────────────────────────────────────┬───────────┬───────────┤

│ │ │ │

│ Oil, waste, and tallow. │ Repairs. │ Totals. │

│ │ │ │

├───────┬─────┬──────┬───────┬───────┬───────┼─────┬─────┼─────┬─────┤

│ │ │ │ │ │ Cost │ │ │ │ │

│ │ │ │ │Cost of│ per │ │ │ │ │

│Gallons│Miles│Pounds│Pounds │ oil, │mile of│ │Cost │ │Cost │

│ oil │ per │ of │ of │waste, │ oil, │Cost.│ per │Cost.│ per │

│ used. │pint.│waste.│tallow.│ and │waste, │ │mile.│ │mile.│

│ │ │ │ │tallow.│ and │ │ │ │ │

│ │ │ │ │ │tallow.│ │ │ │ │

├───────┼─────┼──────┼───────┼───────┼───────┼─────┼─────┼─────┼─────┤

│ │ │ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │ │ │

├───────┼─────┼──────┼───────┼───────┼───────┼─────┼─────┼─────┼─────┤

│ │ │ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │ │ │

├───────┴─────┴──────┴───────┴───────┴───────┴─────┴─────┴─────┴─────┤

│ │

└────────────────────────────────────────────────────────────────────┘

┌────────────────────────────────────────┐

│ A. AND B. RAILROAD. PERFORMANCE OF │

│LOCOMOTIVE ENGINES FOR MONTH ENDING ——.│

├──────────────────────────────────┬─────┤

│ │Comp,│

│ Work done. │work │

│ │done.│

├────────────────┬─────────────────┼─────┤

│ │ │ │

│ │ │ │

│ │ │ │

│ Freight. │ Passenger. │ │

│ │ │ │

│ │ │ │

│ │ │ │

├────────┬───────┼─────────┬───────┼─────┤

│ │ Cost │ │ Cost │ │

│Equated │per ton│ Equated │per ton│ │

│freight │ per │passenger│ per │ │

│mileage.│equated│mileage. │equated│ │

│ │ mile. │ │ mile. │ │

├────────┼───────┼─────────┼───────┼─────┤

│ │ │ │ │ │

│ │ │ │ │ │

│ │ │ │ │ │

│ │ │ │ │ │

│ │ │ │ │ │

│ │ │ │ │ │

├────────┴───────┴─────────┴───────┴─────┤

│ ——, General Superintendent.│

└────────────────────────────────────────┘

NUMBER 5.

┌────────────────────────────────────┐

│A. AND B. RAILROAD. ANNUAL REPORT OF│

│ COST OF MAINTENANCE OF, AND WORK │

│ DONE BY THE LOCOMOTIVE POWER, ALSO │

│ THE COST PER TON AND PASSENGER PER │

│ MILE, TOGETHER WITH THE NATURE AND │

│ AMOUNT OF REPAIRS, THE DIMENSIONS, │

│ & THE PRESENT STATE OF THE STOCK, │

│ 1856. │

├───────┬───────────┬────────┬───────┤

│ │Name of the│ │Date of│

│Name or│builder or │ Use to │commc’g│

│Number │manufactory│which it│ work │

│of the │from whence│ is │ upon │

│engine.│ bought. │applied.│ the │

│ │ │ │ road. │

├───────┼───────────┼────────┼───────┤

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

├───────┼───────────┼────────┼───────┤

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

├───────┼───────────┼────────┼───────┤

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

├───────┴───────────┴────────┴───────┤

│ RECAPITULATION, NO. 1. │

│ │

│ Cost per equated mile, per ton, of │

│working freight engines. │

│ │

│ Engineer and fireman. Fuel. Oil, │

│tallow, and waste. Repairs.│ Total. │

│ │ │

└───────────────────────────┴────────┘

┌───────────────────────────────────────────────────────────┐

│ A. AND B. RAILROAD. ANNUAL REPORT OF COST OF MAINTENANCE │

│ OF, AND WORK DONE BY THE LOCOMOTIVE POWER, ALSO THE COST │

│ PER TON AND PASSENGER PER MILE, TOGETHER WITH THE NATURE │

│AND AMOUNT OF REPAIRS, THE DIMENSIONS, & THE PRESENT STATE │

│ OF THE STOCK, 1856. │

├───────────────────────────────────────────────────────────┤

│ │

│ │

│GENERAL CHARACTER AND PRINCIPAL DIMENSIONS OF THE ENGINES. │

│ │

│ │

│ │

├─────────────────────┬────────┬────────────────┬───────────┤

│ │ │ │ │

│ │ │ │ │

│ │Capacity│ │ │

│ │ of │ │ │

│ Weights. │ tender │ Cylind’rs. │ Mode of │

│ │ in │ │connection.│

│ │gallons.│ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

├──────┬───────┬──────┼────────┼────────┬───────┼───────────┤

│Whole │ │ │ │ │ │ │

│weight│Weight │Weight│ │ │ │ │

│ of │ upon │of the│ │ │ │ │

│engine│ the │tender│ │Diameter│Stroke.│ │

│ with │driving│ with │ │of bore.│ │ │

│ fuel │wheels.│feed. │ │ │ │ │

│ and │ │ │ │ │ │ │

│water.│ │ │ │ │ │ │

├──────┼───────┼──────┼────────┼────────┼───────┼───────────┤

│ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │

├──────┴───────┴──────┴────────┼────────┴───────┴───────────┤

│ RECAPITULATION, NO. 2. │

│ │

│ Cost per equated mile, per passenger, of working engines. │

│ │

│Engineer and fireman. Fuel. Oil, tallow, and waste. │

│ Repairs. │ Total. │

│ │ │

└──────────────────────────────────────────────────┴────────┘

┌─────────────────────────────────────────────────────────┐

│A. AND B. RAILROAD. ANNUAL REPORT OF COST OF MAINTENANCE │

│OF, AND WORK DONE BY THE LOCOMOTIVE POWER, ALSO THE COST │

│PER TON AND PASSENGER PER MILE, TOGETHER WITH THE NATURE │

│ AND AMOUNT OF REPAIRS, THE DIMENSIONS, & THE PRESENT │

│ STATE OF THE STOCK, 1856. │

├──────────────────────────────────────────────────┬──────┤

│ │ │

│ │Number│

│GENERAL CHARACTER AND PRINCIPAL DIMENSIONS OF THE │ of │

│ ENGINES. │miles │

│ │ run │

│ │ │

├─────────────────┬────────┬───────────────────────┼──────┤

│ │Relative│ │ │

│ │ power, │ │ │

│ │ or │ │ │

│ │traction│ │ │

│ Driv’g wheels. │ at a │ Boiler │ │

│ │ mean │ │ │

│ │cylinder│ │ │

│ │pressure│ │ │

│ │ of 75 │ │ │

│ │ lbs. │ │ │

├───────┬─────────┼────────┼─────┬────────┬────────┼──────┤

│ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │

│ │ │ │ │ Whole │Area of │ │

│Number.│Diameter.│ │Grate│heating │ blast │ │

│ │ │ │area.│surface.│orifice.│ │

│ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │

├───────┼─────────┼────────┼─────┼────────┼────────┼──────┤

│ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │

├───────┴─────────┴────────┴─────┴────────┴────────┴──────┤

│ │

│ │

│ │

│ │

│ │

│ │

│ │

└─────────────────────────────────────────────────────────┘

┌─────────────────────────────────────────────────────┐

│ A. AND B. RAILROAD. ANNUAL REPORT OF COST OF │

│ MAINTENANCE OF, AND WORK DONE BY THE LOCOMOTIVE │

│POWER, ALSO THE COST PER TON AND PASSENGER PER MILE, │

│ TOGETHER WITH THE NATURE AND AMOUNT OF REPAIRS, THE │

│ DIMENSIONS, & THE PRESENT STATE OF THE STOCK, 1856. │

├─────────────────────────────────────────────────────┤

│ │

│ │

│ WHOLE EXPENSE OF WORKING AND OF MAINTAINING THE │

│ LOCOMOTIVES, AND EXPENSE PER MILE. │

│ │

│ │

│ │

├─────────┬───────────────────────────────────────────┤

│ │ │

│ │ │

│ │ │

│ Cost of │ │

│enginemen│ Cost of oil, waste, and tallow. │

│ and │ │

│firemen. │ │

│ │ │

│ │ │

│ │ │

├─────────┼───────┬─────┬──────┬──────┬───────┬───────┤

│ │ │Miles│ │ │ │ Cost │

│ │ │ run │ │ │ Cost │ per │

│ │Gallons│ to │Pounds│Pounds│for oil│ mile │

│ │of oil │ one │ of │ of │waste, │run for│

│ │ used. │pint │waste │tallow│ and │ oil, │

│ │ │ of │used. │ used │tallow.│waste, │

│ │ │oil. │ │ │ │ and │

│ │ │ │ │ │ │tallow.│

├─────────┼───────┼─────┼──────┼──────┼───────┼───────┤

│ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │

├─────────┴───────┴─────┴──────┴──────┴───────┴───────┤

│ RECAPITULATION, NO. 3. │

│ Of —— freight engines —— are in working order, or │

│ —— per cent. of the whole. Average work of an │

│ engine is —— days per annum, and for each day at │

│ work —— days repairing and —— at rest. │

│ │

│ │

└─────────────────────────────────────────────────────┘

┌───────────────────────────────────────────────────────────────────┐

│ A. AND B. RAILROAD. ANNUAL REPORT OF COST OF MAINTENANCE OF, AND │

│ WORK DONE BY THE LOCOMOTIVE POWER, ALSO THE COST PER TON AND │

│PASSENGER PER MILE, TOGETHER WITH THE NATURE AND AMOUNT OF REPAIRS,│

│ THE DIMENSIONS, & THE PRESENT STATE OF THE STOCK, 1856. │

├─────────────────────────────────────────────┬─────────────────────┤

│ │ │

│ │ │

│ WHOLE EXPENSE OF WORKING AND OF MAINTAINING │ TIME OF SERVICE. │

│ THE LOCOMOTIVES, AND EXPENSE PER MILE. │ │

│ │ │

│ │ │

├─────────────────┬───────────────┬───────────┼───────┬─────┬───────┤

│ │ │ │ │ │ │

│ │ │ │ │ │ │

│ │ │ │ Time, │Time,│ │

│ │ │ │ in │ in │ Time │

│ Cost of fuel. │ Repairs. │ Total. │ days, │days,│ while │

│ │ │ │ of │ at │ under │

│ │ │ │active │rest.│repair.│

│ │ │ │s'vice.│ │ │

│ │ │ │ │ │ │

│ │ │ │ │ │ │

├─────┬─────┬─────┼───────┬───────┼─────┬─────┼───────┼─────┼───────┤

│ │ │ │ │ Cost │ │ │ │ │ │

│ │ │Cost │ │ per │ │Total│ │ │ │

│Cords│Cost │ per │Cost of│ mile │ │cost │ │ │ │

│ of │ of │mile │repairs│run for│Total│ per │ │ │ │

│fuel │fuel.│ run │ of │repairs│cost.│mile │ │ │ │

│used.│ │ for │engine.│ of │ │run. │ │ │ │

│ │ │fuel.│ │engine │ │ │ │ │ │

│ │ │ │ │ │ │ │ │ │ │

├─────┼─────┼─────┼───────┼───────┼─────┼─────┼───────┼─────┼───────┤

│ │ │ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │ │ │

├─────┴─────┴─────┴───────┴───────┴─────┴─────┴───────┴─────┴───────┤

│ RECAPITULATION, NO. 4. │

│ │

│ Same as 3; for passenger, in place of freight engines. │

│ │

│ │

│ │

│ │

└───────────────────────────────────────────────────────────────────┘

┌──────────────────────────────────────────────────────────────┐

│ A. AND B. RAILROAD. ANNUAL REPORT OF COST OF MAINTENANCE OF, │

│ AND WORK DONE BY THE LOCOMOTIVE POWER, ALSO THE COST PER TON │

│AND PASSENGER PER MILE, TOGETHER WITH THE NATURE AND AMOUNT OF│

│ REPAIRS, THE DIMENSIONS, & THE PRESENT STATE OF THE STOCK, │

│ 1856. │

├──────────────────────────────────────────────────────────────┤

│ │

│ │

│ RECEIPTS, OR AMOUNT OF WORK DONE BY LOCOMOTIVES. │

│ │

│ │

│ │

├─────────────┬────────────────────────────────┬───────────────┤

│ │ │ │

│ │ │ │

│ │ │ │

│ │ │ │

│ Passenger. │ Merchandise. │ Mixed trains. │

│ │ │ │

│ │ │ │

│ │ │ │

│ │ │ │

│ │ │ │

├───────┬─────┼───────┬───────┬───────┬────────┼───────┬───────┤

│ │ │ │ │ │ │ │ Cost │

│ │Cost │Freight│ Cost │Tons of│ │ │per ton│

│ Cars │ per │ cars │ per │freight│Cost per│Mileage│(gross)│

│carried│ car │carried│ mile │carried│ton per │ of │ per │

│ one │ per │ one │ for │ one │mile for│ mixed │ mile │

│ mile. │mile.│ mile. │freight│ mile │freight.│trains.│ for │

│ │ │ │ cars. │ │ │ │ mixed │

│ │ │ │ │ │ │ │trains.│

├───────┼─────┼───────┼───────┼───────┼────────┼───────┼───────┤

│ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │

│ │ │ │ │ │ │ │ │

├───────┴─────┴───────┴───────┴───────┴────────┴───────┼───────┤

│ RECAPITULATION, NO. 5. │

│Relative cost per equated mile of gross to net tons of freight│

│ carried. Relative cost per equated mile of gross to net tons │

│ of passengers carried. │

│ │

│ │

│ │

└──────────────────────────────────────────────────────────────┘

┌────────────────────────────────────────┐

│ A. AND B. RAILROAD. ANNUAL REPORT OF │

│COST OF MAINTENANCE OF, AND WORK DONE BY│

│THE LOCOMOTIVE POWER, ALSO THE COST PER │

│ TON AND PASSENGER PER MILE, TOGETHER │

│ WITH THE NATURE AND AMOUNT OF REPAIRS, │

│ THE DIMENSIONS, & THE PRESENT STATE OF │

│ THE STOCK, 1856. │

├────────┬───────────┬────────┬──────────┤

│ Total │ │ │ │

│equated │Comparative│ Nature │ Present │

│mileage │ effect of │ of │condition │

│ of │ engines. │repairs.│ of │

│engines.│ │ │machinery.│

│ │ │ │ │

├────────┼───────────┼────────┼──────────┤

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

├────────┼───────────┼────────┼──────────┤

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

├────────┼───────────┼────────┼──────────┤

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

│ │ │ │ │

├────────┴───────────┴────────┴──────────┤

│ │

│ │

│___________________ │

│ │

│ │

│ Gen’l Superintendent.│

│ │

└────────────────────────────────────────┘

TELEGRAPH.

421. The magnetic telegraph has lately come into use as a means of

communication along the lines of long railroads, and nothing serves

better the purposes of adjusting the movement of trains, of transmitting

orders, and of keeping the general superintendent informed at all hours,

of the exact condition in detail of the whole road, and of all its

trains. The following is extracted from Mr. McCallum’s Report, before

referred to:—

“A single track railroad may be rendered more safe and efficient, by a

proper use of the telegraph, than a double track railroad without its

aid,—as the double track can only obviate collisions which occur between

trains _moving in opposite directions_, whilst the telegraph may be used

effectually in preventing them, either from trains moving in an

_opposite, or the same direction_; and it is a well established fact

deduced from the history of railroads, both in Europe and in this

country, that collisions between trains moving in the same direction

have proved by far the most fatal and disastrous, and should be the most

carefully guarded against. I have no hesitation in asserting, that a

single track railroad, having judiciously located turnouts, equal, in

the aggregate, to one quarter of its entire length, and a well-conducted

telegraph, will prove to be a more safe and profitable investment than a

much larger sum expended in the construction of a _continuous_ double

track, operated without a telegraph.

“Collisions between fast and slow trains, moving in the same direction,

are prevented by the application of the following rule:—‘The conductor

of a slow train will report himself to the superintendent of the

division, immediately on arrival at a station where by the time table he

should be overtaken by a faster train; and he shall not leave that

station until the fast train passes, without special orders from the

superintendent of the division.’ A slow train under such circumstances,

may, at the discretion of the division superintendent, be directed to

proceed. He, being fully apprised of the position of the delayed train,

can readily form an opinion as to the propriety of doing so, and thus,

whilst the delayed train is permitted to run without regard to the slow

train, the latter can be kept entirely out of its way.

“NOTE.—In moving trains by telegraph, nothing is left to chance.

Orders are communicated to the conductors and engineers of the

opposing trains, and their answers returned giving their

understanding of the order before either is allowed to proceed.

“Their passing place is fixed and determined, with orders _positive_ and

_defined_ that neither shall proceed beyond that point until after the

arrival of the other; whereas, in the absence of a telegraph, conductors

are governed by general rules and their individual understanding of the

same; which rules are generally to the effect, that in cases of

detention, the train arriving first at the regular passing place, shall,

after waiting a few minutes, proceed cautiously, ‘expecting to meet the

other train,’ until they have met and passed, the one failing to reach

the ‘half way post’ between stations being required to back (always a

dangerous expedient), and the other permitted to proceed; the delayed

train being subjected to the same rule in regard to all other trains of

the same class it may meet, thus pursuing its hazardous and uncertain

progress during the entire trip. The history of such a system furnishes

a serious commentary on the imperfection of railroad regulations.

“The liability to collision under the system referred to has prompted

the invention of various expedients for suddenly arresting the progress

of trains; and which seem to have been conceived under the impression,

more imaginary than real, that the difficulties they were designed to

obviate, are unavoidable in their character; but which may, by the

exercise of ordinary care and the use of the telegraph, be subjected to

perfect control. Some of these inventions undoubtedly possess sufficient

merit to entitle them to adoption under any circumstances, whilst

others, for the above reasons, are entirely valueless—indeed it is

questionable whether a reliance on their use may not in many cases lead

to danger, _by producing recklessness, and thus increase instead of

diminish the evils sought to be avoided_.”

NEW YORK AND ERIE RAILROAD.

422. As a fine specimen of American railroad engineering, and American

railroad management, stands the above-named line, extending from Jersey

City to Lake Erie, at Dunkirk; embracing with its branches 496 miles of

road, employing over 1,000,000 dollars worth of labor per annum, upwards

of 200 locomotive engines, and about 3,000 cars; earning annually over

5,000,000, and expending 2,680,000 dollars.

The whole cost of the road up to September 30, 1855, was, with the

equipment, nearly $33,750,000. There are 129 truss bridges, amounting in

all to 15,692 feet in length; 64 trestle, stringer, and pile bridges, of

5,489 feet total length; 3 viaducts, of length 1,274 feet in all; 167

arch culverts, of from 3 to 30 feet span; 527 box culverts, from 1 to 12

feet span; 92 wood sheds, 14,200 feet total length; 435 buildings; 433

switches, of 387,914 feet available length, and 504,205 feet total

length.

Notwithstanding the immense amount of business transacted by such a

road, so complete is the organization and management of employees, that

the general superintendent, sitting in his New York office, can at any

moment tell, within one mile, where each car or engine is, what it is

doing, with what loaded, the consignor and consignee, and the time of

arriving and departing the several stations, and other trains; and thus

at any moment may perceive and correct faults and remissness, and in

reality _control_ the whole road.

APPENDIX.

A.

DECIMAL ARITHMETIC.

The advantage of a Decimal system of Arithmetic and of mensuration, as

applied to engineering, can hardly be overstated. Civil and mechanical

engineers both use “per force” some decimal expressions, as 0.7854,

3.1416, etc., etc. Why not adopt the system entirely? All calculations

are much easier made decimally, and measurements made with more

exactness. The most perfect system of weights and measures is doubtless

that of the French. All lengths are based upon the _meter_ as a unit,

and whether the mechanic is making a watch or a locomotive his scale is

metrical. The meter is exactly 1/10000000 of the distance from the pole

to the equator, and was found, by measuring a meridian line from Rhodes

to Dunkirk (France), 570 miles long. The metrical scale is thus,

Millimetre .001 or 1/1000

Centimetre .01 or 1/100

Decimetre .1 or ⅒

Metre 1.

Decametre 10.

Hectometre 100.

Kilometre 1000.

Myriametre 10000.

The metre is 3.280899 ft., or 39.370788 English inches. The English and

American foot is ⅓ of the yard; the yard is 35000/351393 of a pendulum

vibrating seconds at the latitude of London, at the level of the sea, in

a vacuum. The standard American scale is an eighty-two inch bar made by

Troughton of London for the United States Coast Survey. In civil

engineering the decimal division is almost entirely adopted; indeed, any

other would lead to almost endless calculation. The chain is one hundred

feet long and divided into one hundred links. The tape is graduated to

feet, tenths, and hundredths. The levelling rod to feet, tenths,

hundredths, and thousandths. As the English foot is so universally

adopted, and as it may at any time be got from a pendulum, it might not

be best to attempt to introduce the metre, but the foot should certainly

be divided decimally. The division should be thus,

.001 or 1/1000

.01 or 1/100

.1 or ⅒

1.

10.

100.

1000.

thus preserving a constant ratio, and not changing the proportion at

each increase or decrease as follows:—

8/8 = 1 inch.

12 inches = 1 foot.

16½ feet = 1 rod.

40 rods = 1 furlong.

8 furlongs = 1 mile.

3 feet = 1 yard.

6 feet = 1 fathom.

B.

ALGEBRAIC FORMULÆ.

As this work may come into the hands of those who are unacquainted with

the solution of algebraic problems, it was thought best to give the

following:—

_a_ + _a_, signifies _a_ added to _a_, or 2 _a_.

_a_ – _a_, denotes _a_ less _a_, or 0.

_a_ × _a_, _a_ multiplied by _a_, or _a_ square, _a^2_ (see below).

_a_ ÷ _a_,}

} _a_ divided by _a_, or 1.

or _a_/_a_}

_a^2_, the square of _a_, or _a_ × _a_

_a^3_, the third _power_ of _a_, or _a_ × _a_ × _a_.

√(_a_), the square root of _a_, or _a_^½

∛(_a_), the cube or third root of _a_, or _a_^⅓

(_a_ + _b_ + _c_)/_d_, shows that the sum of _a_, _b_, and _c_, is

to be divided by _d_.

(_a_ + _b_ + _c_) _d_ or (_a_ + _b_ + _c_) × _d_, denotes that the

_sum_ of _a_, _b_, and _c_, is to be multiplied by _d_.

Generally in place of writing _a_ × _b_ to express multiplication,

we put simply _a b_.

The above signs may be compounded in any manner; thus,

∜([[((_a_ + _b_)_c_)/_d_]/_m_]¾).

Here we have, first, the product of _c_ by the sum of _a_ and _b_; this

is divided by _d_, and three quarters of the quotient is divided by _m_;

and, finally, the fourth root of the last result is extracted, which is

the value of the expression.

The following examples show the use of formulæ. See Chapter VI., on

Earthwork, art. _Average Haul_:—

Required the average haul of several masses of earth. Let _m m′ m″ m^n_

represent the several masses, and _d d′ d″ d^n_ the respective hauls;

_S_ the sum of the masses, _D_ the average haul, and we have

_D_ = (_m d_ + _m′ d′_ + _m″ d″_ + _m^n d^n_)/_S_.

If we make the values _m_ = 100 also _d_ = 100

_m′_ = 200 _d′_ = 50

_m″_ = 300 _d″_ = 75

_m^n_ = 400 _d^n_ = 200

the sum is 1000, and we have

_D_ = (100 × 100 + 200 × 50 + 300 × 75 + 400 × 200)/1000 = 122.5 ft.

In Chapter VIII., _Wooden Bridging_, we have the expression

_S_ = (4_b_ _d^2_)/_l_;

and if _b_ = 10

_d_ = 12

and _l_ = 20

_S_ becomes

(4 × 10 × 144)/20 = 288.

In Chapter IX., _Iron Bridges_, we have

_T_ = (_ph_)/(2_f_)√(_h^2_ + 4_f^2_);

and making _p_ = 4000

_h_ = 500

_f_ = 80

we have

((4000 × 500)/(2 × 80))√(500^2 + (4 × 80^2)) = 6562202.

In Chapter XIII., _Elevation of Exterior Rail_,

_E_ = ((_WV^2_)/(32_R_)/_W_)_g_,

and when _W_ = 50

_V_ = 20

_g_ = 5

_R_ = 2000

we have

_E_ = ((50 × 400)/(32 × 2000)/50)5 = 0.03

And finally, in the latter part of Chapter XIV., we have the formula

_D_ = √(([_n_(_d_ + _c_)^2])/0.7854)_A_/_B_,

and making _n_ = 200

_d_ = 1

_c_ = 1½

_A_ = 4

_B_ = 3

we have

_D_ = √([200(2 + 1½)^2]/0.7854)4/3,

Now 1 + 1½ = 5/2 and (5/2)^2 is 25/4,

also, 200 × 25/4 = 1250,

1250 × 4/3 = 1666,

1666 ÷ 0.7854 = 2121,

finally, √(2121) = 446 very nearly.

C.

WEIGHTS AND MEASURES.

Name of material. Weight per cubic foot.

Air 0.077 lbs.

Earth 112. lbs.

Water 62.5 lbs.

Ice 58.0 lbs.

Sand 132.0 lbs.

Clay 120.0 lbs.

Chalk 155.0 lbs.

Brick 110.0 lbs. See Chap. XI., masonry.

Brickwork 95.0 lbs.

Dry mortar 96.0 lbs.

Sandstone 140.0 lbs.

Limestone 142.0 lbs. Average 86 to 198.

Granite 175.0 lbs.

Coal, Bituminous 60 to 80.0 lbs.

Coal, Anthracite 85 to 95.0 lbs.

Coke 50 to 65.0 lbs.

Coal, Cannel 75 to 80.0 lbs.

Wrought Iron 480.0 lbs.

Cast-Iron 450.0 lbs.

Steel 487.0 lbs.

_Hard Wood._

Green 62.0 lbs.

Air dried 46.0 lbs.

Kiln dried 40.0 lbs.

_Soft Wood._

Green 53.0 lbs.

Air dried 30.0 lbs.

Kiln dried 28.0 lbs.

Weight per bushel.

Wheat 60 lbs.

Corn on the cob 70 lbs.

Corn, shelled 56 lbs.

Rye 56 lbs.

Oats 35 lbs.

Barley 47 lbs.

Potatoes, Irish 60 lbs.

Potatoes, Sweet 55 lbs.

Beans, White 60 lbs.

Beans, Castor 46 lbs.

Bran 20 lbs.

Clover Seed 60 lbs.

Timothy 45 lbs.

Hemp 44 lbs.

Flax 56 lbs.

Buckwheat 52 lbs.

Peaches, Dried 33 lbs.

Apples, Dried 24 lbs.

Onions 57 lbs.

Salt, Coarse 50 lbs.

Malt 38 lbs.

Corn Meal 48 lbs.

Salt, Fine 55 lbs.

D.

VALUE OF THE BIRMINGHAM GAUGES.

Number. Size in inches.

0 0.340

1 .300

2 .284

3 .259

4 .238

5 .220

6 .203

7 .180

8 .105

9 .148

10 .134

11 .120

12 .100

13 .095

14 .083

15 .072

16 .065

17 .058

18 .049

19 .042

20 .035

21 .032

22 .028

23 .025

24 .022

25 .020

26 .018

27 .016

28 .014

29 .013

30 .012

E.

LOCOMOTIVE BOILERS.

If the ideas of Clark and Overman are correct, the value of _vertical

flues_ with the _water inside_, as compared with _horizontal flues_ with

_water outside_, is comparatively as follows: One half of the surface of

the horizontal tube (the upper half) is available, but this half

generates steam twice as fast as the same area of upright tube surface.

Thus the amount of evaporation will be the same in either position, for

the same absolute tube surface, not considering the increased diameter

by applying the heat to the outside, or the advantage, so highly

estimated by Overman, of applying the heat to the convex surface.

The following application of Montgomery’s vertical flue boiler to the

locomotive engine for heat generation and application, seems to satisfy

nearly all requirements. Retaining the original furnace shell, produce

it forwards so that it shall just clear the driving axle, let the sides

drop to within two feet of the rail, and close up the bottom. Next,

inside of this place a rectangular box which shall be a continuation of

the inner box, the top being about nine inches above the diametric chord

of the semicircular crown, leaving a water space of three or four inches

between the sides and bottom of the two boxes. Fill the inner box with

vertical tubes, the top and bottom being flue plates, the tubes being

screwed in at one end and fitted with a screw thimble at the other, may

be removed for cleaning at any time and will effectually stay the inner

box against the enormous pressure upon the top and bottom. The pressure

being inside of the tubes will tend to keep the end joints tight, where,

in the common boiler, the reverse is the case.

That the burning gases may retain sufficient heat to burn until they are

discharged, there should be less tube surface at the back than at the

front end, a requirement which is easily satisfied by decreasing the

number and increasing the size of tubes from the front to the back end.

In the common boiler the ferrule area being less than the flue area, a

stronger blast is used than is really necessary to draw the hot gases

through the tubes, while in the vertical tube boiler the gas area may be

equally large at all points.

Again, any amount of oxygen may be applied to the gases at any point of

their passage from the furnace to the smoke box, by the admission of

fresh air to any part of the barrel. Thus the advantage of a combustion

chamber (if there is any) is obtained without the sacrifice of a single

inch of heating surface, as we only require to admit air _between_ the

tubes and not _into_ them; this may be done either by hollow stay bolts

or by larger openings, to be open or shut at pleasure.

If the gases in passing through the boiler are left to themselves, we

get, without an effort, the effect produced by Montgomery’s third claim,

namely, the application of the heat to the upper half of the tubes; and,

however we wish to apply the passing heat to the flues, complete control

over the motion of the gases may be had by the use of a Venetian blind

damper in the smoke box, in two parts; the upper and the lower parts

moving independently, allow us to throw the heat upon any part of the

length of the tubes. Of course, by heating most the upper part of the

flues, we stand a better chance of getting circulation.

It might be objected that so much flat boiler surface would give a form

more liable to explosion than the circular barrel. Experiments lately

made by William Fairbairn, (England,) induced by the bursting of a

locomotive fire box, show that the flat surfaces are the strongest forms

of the boiler, or, to use his own words, “are conclusive as to the

superior strength of flat surfaces as compared with the top, or even the

cylindrical parts of the boiler.” His experiments show that two plates

one fourth and three eighths inch thick, connected by screw stay bolts

four inches from centre to centre, will resist over one thousand lbs.

per square inch.

By such a plan of engine we may always have any amount of heating

surface with a moderate sized boiler, and a low centre of gravity.

The _excess_ of cost of the engine, above described, over the common

form would be about $500, the annual interest of which is $30, which

must be saved by the new plan, (say ten cords of wood).

Any saving beyond this is pure gain.

F.

EFFECT OF GRADES ON THE COST OF WORKING RAILROADS.

The cost of working a railroad will be increased by augmenting the

steepness of grades. First, because of the mechanical effect of the

inclines; second, on account of decreased capacity of the road. The cost

of maintaining and working a road consists of items, a few of which are

functions of grades and many which are not. The chief items which are

affected by grades are, fuel consumption, first cost of locomotives, and

perhaps wear of rails, where grades are so steep as to require sand

ascending, and application of brakes descending, the rails will be

somewhat more worn. When not so steep as this the repair of

superstructure will not be much increased. Steeper inclines involve the

use of heavier engines, or more of them. Heavy engines generally have no

more weight on one pair of wheels, and often not so much, as lighter

ones; and though there is more abrasive power on increased total rolling

weight, there is less deflection of rails, by means of less concentrated

loads. It would seem, therefore, that the effect of grades upon the wear

of superstructure was but little, if not inconsiderable. The first cost

of engines may be increased from $1,000 to $2,500 to enable them to work

steep grades. If the wheels are the same size in both engines, we should

require greater steam pressure, consequently (see Chapter XIV.) more

fuel; and if the steam power was the same, smaller wheels or larger

cylinders, also requiring (Chapter XIV.) more fuel.

In doubling the work done by the engine we by no means double the amount

of fuel consumed, (see Chapter XIV.,) but increase it by about ninety

per cent.

The division of expenses upon five of the largest English railroads was

for a certain time as follows:—

Salaries $6.83

Way and works 15.76

Locomotives 35.15

Cars 38.14

Sundries 3.69

———————

$100.00

Percentage for engines 35.00

Upon the roads of Belgium,

Salaries $5.47

Way and works 26.62

Locomotives 49.96

Cars 14.80

Sundries 3.15

———————

$100.00

Locomotive percentage 50.00

Upon the railroads of New York State (2,200 miles) (State Engineer’s

Report, 1854),

Salaries $10.00

Way and works 15.00

Locomotives 40.00

Cars 20.00

Sundries 15.00

———————

$100.00

Locomotive percentage 40.00

Average percentage of all of the above charged to locomotives 41⅔ of the

whole locomotive expense; fuel absorbs 62½ percent.; and as a double

amount of work requires ninety per cent. more fuel, we have, as the cost

of working a grade causing a double resistance (say twenty-five feet per

mile), 90/100 of 62/100 of 42/100, or very nearly 22 per cent. of the

cost of working the train; to which add ⅒ more, interest on locomotive

capital, and we have, as the bad effect of a twenty-five feet grade,

when

_C_ = locomotive capital,

_D_ = annual cost of working,

⅒ of 6/100_C_ + 22/100_D_.

_Example._

Locomotive capital $1,000,000

Cost of working 200,000

Annual expense of a level road (at six per cent.) $60,000

+ 200,000

————————

$260,000

And upon a road with continuous 25 feet grades $60,000

+ 6,000

+ 200,000

+ 200,000 × 22/100, or 44,000

————————

Total $310,000

or 120 per cent. of the cost of working the level road, the increase

being twenty per cent., or allowing five per cent. for other

contingencies, twenty-five per cent.; also the increase due to a fifty

feet grade, fifty per cent.; and so on as long as only one engine is

required to draw the full train, (its power being increased by varying

its dimensions). When the train has to be broken and two or more engines

are needed, the percentage will of course increase. The point at which

the train ought to be broken may be found easily, either as depending

upon the load or the grade, by a comparison of working expenses.

G.

SPECIFICATION FOR A PASSENGER LOCOMOTIVE ENGINE FOR THE A. AND B.

RAILROAD.

_Requirement._

Speed 20 miles per hour, including stops; fuel, wood; weight of train

150 tons; maximum grade 60 feet per mile; sharpest curve 3° or 1,910

feet radius; rail 60 lbs. per yard on ties 2 feet from centre to centre.

_General Plan and Dimensions._

Outside connections; four five feet driving wheels with best Ames’s

tire, all tires being flanged; level cylinders 15 inches diameter of

bore and 20 inch stroke. Centre-bearing truck, with inside and outside

bearings, and Lightener boxes. Square wrought iron frame well braced,

4–30 inch Whitney and Sons’ cast-iron truck wheels, spread 60 inches

centre to centre. Lifting link motion working through rockers, valves

described hereafter. Truck supplied with fore and aft safety chains, and

safety beams beneath axles. Weight on drivers 30,000 lbs., on truck

10,000 lbs. Tender to be mounted on two trucks, each of 4–30 inch

Whitney and Sons’ wheels, spread 54 inches from centre to centre. To

have square iron frames well braced with outside Lightener boxes; tank

to hold 1,600 gallons.

_Detailed Specifications._

_Boiler._—Grate 38 inches wide, 54 inches long, surface 20″ above rail,

grate bars cast solid for 6 inches of the front end, to be 4 inches

deep, and ¾ inch thick, placed ¾ inch apart in the clear; lower edges

chamfered on each side by a chamfer of ½ inch deep and ¼ inch wide;

centre of grate bars to be supported by a wrought iron bar 1 inch thick

and 4 inches deep, attached as in drawing. _Fire-box._—Outer sides of

furnace shell 51 inches wide by 62 inches long; crown 8 feet above rail,

to be made of ⅜ inch iron plates with a 16 inch necking of angle iron to

carry the rear dome; corners to be joined by flanges rounded to a 4 inch

radius. The crown of the shell to be raised 9 inches above the barrel

crown, the connection being made by a sloping offset 20 inches long on

top. End plates lap jointed to sides and top; the seams joining the

fire-box to the waist, to be double riveted. Furnace to be made of ½

inch copper plates, ¾ inch at tubes, lap jointed, 42¼ inches wide, and

51½ inches long inside; side water spaces to be 3 inches clear at the

bottom, widening (by sloping inwards the sides of the furnace) to 4

inches at the top of inner box; front spaces 4 inches, rear spaces 4

inches at bottom and 5 inches at top. Doorway made with a wrought iron

ring fastened with ⅝ inch rivets, door of ⅜ inch plate with ¼ inch

shield. Furnace joined to shell with ⅞ inch copper stay bolts, screwed

and riveted at both ends, placed 44 inches from centre to centre. Eight

roof-ribs laid widthwise of the crown of the furnace, being each 6

inches deep and ¾ inch thick, double welded at the ends and riveted at

the centre, held down by T head bolts 5 inches between centres, bars to

be raised above the crown sheet by ⅜ inch thimbles. Dome opening,

neckling to be made of angle iron which shall be connected with the

roof-ribs by 4–1⅛ inch stays, connected and placed as in the drawing.

The back and tube sheets of the furnace are flanged over on top; the

crown is flanged downwards on the sides, but not on the back and front.

One dome is placed on the crown of fire-box shell 26 inches diameter and

24 inches high; opening of dome into boiler 16 inches diameter. Lower

part of dome of wrought, top of cast-iron, put on with a ground joint.

Furnace and shell to be connected at bottom by a wrought iron bar 3

inches wide, 2½ inches deep. The whole boiler to be thoroughly caulked

inside and out. Barrel of ¼ inch best Philadelphia stamped charcoal

iron, 44 inches diameter outside of main crown next the fire-box, and 43

inches next the smoke box end, 10 feet long with 3 inch angle irons at

ends. Front dome of ½ inch plate worked in one piece, 23 inches

diameter. End plates of boiler stayed with six 1 inch rods, cottered

into blocks, riveted to plates; barrel plates riveted with ¾ inch

rivets, and 1¾ inch pitch. _Smoke box_, 2′ 4″ long, same diameter as

barrel, of 3/16 inch plates well riveted, bolted to the angle iron so as

to be easily removed for inside repairs; front tube sheet 6/8 inch.

_Tubes_, 140 two inch (outside) diameter No. 9 thickness at fire end,

No. 14 at smoke end 10 feet long, placed ½ inch apart. The smoke box end

of tubes to be closed at pleasure by a venetian blind damper. Chimney of

¼ inch iron outside, diameter 16 inches, top 6′ 6″ above crown of

barrel, fitted with proper stack, cone, and sparker. Ash pan of ¼ inch

plate made with 1½ inch angle iron, and band on upper edge, fitted with

doors both before and behind, 7 inches deep and riding 6 inches clear of

the rail. _Steam pipes_, 6 inch pipes of No. 10 copper running the whole

length of the boiler, connected at the domes with 5 inch cast-iron stand

pipes. Cast-iron branch pipes in smoke box leading to valve chests, 5

inches diameter. Throttle to be in a cast-iron chest in smoke box, as

shown in drawing, having an area at least as large as the steam port.

Changes of direction in pipes to be made by curves and not by angles.

Exhaust pipe of No. 10 copper, 5 inches diameter at lower end, fitted

with a variable blast orifice, ranging from eight to four square inches

area, to be inclosed in a petticoat pipe.

_Cylinders_, 15 inches bore, and long enough for a 20 inch stroke, or

28¾ inches from outside to outside of ground faces, casting ⅞ inch

thick, covers 1⅛ inch thick, placed level and firmly bolted to main

frame and to horizontal truss brace, as shown in drawing; heads to go on

with ground joint. Valve seat to have steam ports 14 × 1⅜ inches;

exhaust port 14 × 2½ inches; outside lap of valve ⅝ inch, inside

nothing; 1/16 inch lead on 4¾ inch throw of valve, gradually increasing

as the throw is reduced, to scant 5/16. Steam chests bolted to a level

face, ground joint with ¾ inch bolts pitched 4 inches.

_Valve motion._—Shifting link with lifting shaft, sector, lever, rocker,

etc., of the most approved form; four solid eccentrics of 5¼ inches

throw, fastened to axle by four square ended set screws pressing

hardened steel dies, cut with sharp grooves on their ends, against the

axle; the friction of the dies against the axle holding the eccentric in

place. Eccentric straps of cast-iron, with oil caps cast on, and grooved

out inside so as to shut over the eccentric and exclude dust. Link

forged solid and case hardened, 17 inches by 2¼ inches inside the slot;

thickness of iron all around the slot 1½ inches, whole lateral thickness

2 inches. Eccentric rods of ⅞ iron 3 inches deep, 5½ feet between

centres, fastened to link and to eccentric, as shown in the drawing.

Link curved to a radius 6 inches less than the distance between the

centre of driving axle and centre of link at mid gear. The links, boxes,

stack, etc., to be of wrought iron, case hardened. _Pistons_ with one

outside composition ring and two circumferential grooves filled with

Babbitt metal, and one inside ring of wrought iron; outside ring cut

obliquely at one place with a small wrought iron flap on each edge to

prevent leakage of steam at the point of division. Glands of piston and

valve rod stuff boxes of cast-iron with tight brass or composition

bushings.

_Frame_ forged from good scrap 4×2 inches, the main bar being straight

from end to end with pedestals welded on; the rear end piece to be a

heavy forged foot plate, the front end an oak beam 7×14 inches placed on

the flat side. All the pedestals on one side having adjustable keys.

Flat boiler braces averaging 4½ × ⅞ inches with broad palms riveted to

the boiler; the attachment at the furnace to be made by the Rogers

expansion brace, details of the frame as in the drawing; frame to be

placed true wherever needed to receive the working parts of the engine.

_Wheels, axles, and springs._—Four cast-iron driving wheels tired with

best flanged Ames’s tires 2 inches thick, diameter with tire five feet,

tires to be turned to a true cone of .072 inches per wheel, wheels to be

truly balanced. Rest scrap or bloom axles, front 7 and rear 6 inches in

diameter, bearings 8 inches long, collars of cast-iron held by set

screws, axles to be cylindrical and not smaller at the centre than at

the end. Four springs of seventeen steel plates, each 4 × ⅜ × 40 inches;

equalizing lever between springs. Inside bearing springs of truck hung

from equalizer, which latter bears upon the axle boxes.

_Slides, pumps, connecting rods, etc., etc._—Slides, flat wrought iron

bars 3 × 1¼ inches, case hardened. Cross head bearing of cast-iron 16

inches long and 2 inches thick. Pumps, full stroke brass pumps 5/16 inch

thick with 1⅞ inch plungers, ram of wrought iron with an eye fixed on

cross head and worked by it. Waterways in body 2 inches, in valves 1¾

inches. Three ball valves with 2¼ inch hollow balls, one for suction and

two for delivery; pipes ⅛ inch thick, 2 inches diameter, suction of

iron, delivery of copper, cock of brass on delivery pipe worked by rod

at cab. Air chamber on forcing side of pump equal to capacity of barrel;

on suction side half the same. Flat connecting rods forged from solid

piles without welds. Babbett lined boxes upon all stub ends. Straps held

on each by two bolts, one key to each bearing. Safety-valves, one to be

3½ inches diameter, placed on the rear dome, and one forward, 4 inches

diameter, both to be well fitted and supplied with the proper beams and

spring balances. Barrel to be covered with hair felting ½ inch thick, to

be furnished with a Russia iron jacket. Cylinders to be protected by an

½ inch felt coat and cased in brass.

The engine to have all the usual fixtures, bell, whistle, gauges,

heater, pet, blow-off, and other cocks, name plates, oil cups, sandbox,

tools, oil cans, etc., etc. Pilot to be 5 feet long, of flat horizontal

wooden bars 2½ × 4 inches with a heavy centre piece, the whole to be

well hung and firmly braced. Cab to be neatly built, with a projecting

cornice, and windows, doors, etc., to be furnished in the best manner.

The whole engine to be well painted and varnished. The draw bar to be

strongly attached to the frame of the engine at 30 inches above the

rail, and connected by a double elliptical spring to the centre beam of

the tender.

_Tender._—Tank to hold 1,600 gallons, top and side plates ⅛ inch, and

bottom plate ¾ inch well riveted and caulked inside and out. Brakes to

apply from a single wheel to each side of all of the wheels, that is, at

sixteen points; brake blocks hung with safety chains and springs to

carry them away from the wheels. One spring 26 inches long, of ten

levers 3 × 5/16 inches over each wheel. Frame of seasoned oak 10 × 4

inches, centre beam 5 × 20 inches. The whole to be thoroughly painted

and varnished.

_General Provision._

All of the material, both of engine and tender, to be of the very best

quality, and all of the construction done in the most thorough and

workmanlike manner. The engine and tender being in every respect equal

to the best that has heretofore been sent from the —— shops. For more

detailed information, see plans accompanying.

H.

RELATIVE COST OF TRANSPORT BY RAILROAD AND BY STAGE.

Too great a reduction of the cost of travel was both expected of and

given by railroad companies at the commencement of the system, as the

following will show:—

_Voted_, “That the directors are hereby earnestly and urgently requested

forthwith to increase the rates of transportation, both for passengers

and freight, in all cases in which, in their opinion, they are now too

low, and hereafter to decline all business that will not give to the

corporation a full remuneration for expenses and a fair profit for its

transportation.”

Why the railroad rates should have been placed so low, it would be hard

to show.

The cost of moving eight passengers by stage one hundred miles, would be

somewhat as follows. Let a common road cost one thousand dollars per

mile, and suppose the stage travel to use one tenth of the capital

expended; the daily interest for one trip is

(100 × 1000 × 6/100)/365 ÷ 10 or $1.64

Ten horses and one stage,

(1500 + 500 × 6/100)/365 or 0.33

Daily salary of driver and stable hands, 5.00

Daily interest on stable cost, repairs, &c., &c., 1.03

—————

Whole cost of moving 8 passengers 100 miles, $8.00

Cost of moving one passenger one mile, .01

Again. Let a railroad cost $25,000 per mile, one hundred miles cost

$2,500,000, and if we run ten trains per day the daily interest, at

six per cent., for one train is

(2500000 × 6/100)/365 ÷ 10 = $41.10

A locomotive costs $10,000,

Two cars cost 4,000,

and (14000 × 6/100)/365 is 2.30

And the daily cost of road and equipment, $43.40

divide by 100, for the cent per mile, 0.43

The average number of passengers carried in one car, (see

New York State Engineer’s Report,) is 17; two cars, 34,

whence 43/34 = 1⅓ cents

The daily cost per mile, per passenger, is then, for the

use of the road and equipment, 1⅓ cents

The cost of maintaining and working is, per passenger, per

mile, (see New York State Engineer’s Report for 1854.) 1¼ cents

Whence the whole cost of carrying one passenger one mile

upon a railroad will be 27/12 cents

The relative cost of transport is, then, thus,

By stage, 1 cent

By railroad, 27/12 cents

and the relative charge thus,

By stage, 5 cents

By railroad, 3 cents

And the comparative profit as 5 less 1, or 4; to 3 less 27/12, or 5/12;

or as 1 to 9.6.

I.

FORM FOR RECORDING THE RESULTS OF EXPERIMENTAL TRIPS WITH LOCOMOTIVES.

In comparing the work done by different locomotives, we must know not

only the relative amounts of material consumed, but also the exact

nature of the work done, as depending upon speed, load, curves, and

grades. The following blank, when filled, has been found to give

complete information, for comparison.

Station, ——

Time of arriving, ——

Time of departing, ——

Time running, ——

Time standing, ——

Distance, ——

Rise, ——

Fall, ——

Degrees of curvature, ——

Equated distance, ——

Cars taken, ——

Cars left, ——

Load between stations, ——

Equated mileage of train, ——

Gauge pressure, ——

Notch of sector, ——

Fuel used, ——

Water used, ——

Lbs. of fuel per gallon of water, ——

Lbs. of fuel per equated mileage, per ton or per passenger, ——

Comparative effect, ——

K.

PROPER WEIGHT OF LOCOMOTIVES.

To move a given load the engine requires a certain amount of power; to

exert such power there is needed load enough on the drivers to prevent

slipping on the rail. This load varies from three times the tractive

power, (in the best state of the rails,) to ten times the tractive

power, and even more, (in the worst state). A fair working average

(without sand), being one sixth; with sand, much less. Sand must be used

upon grades and upon bad rails. To find then the proper weight, we have

only to estimate the tractive power upon the hardest point of the road,

and multiply it by six.

_Examples._

How heavy an engine is needed to draw two hundred tons (including engine

and tender) at twenty miles per hour over sixty feet grades?

The resistance on a level is

200 ×((20 × 20)/171 + 8) = 2,060 pounds.

The resistance due to the grade

200 × (60/5280 × 2240) = 5,200 pounds.

The resistance due to curves

200 × 5= 1,000 pounds.

——————

And the whole resistance, 8,260 pounds.

which multiplied by 6, is 49,560 pounds.

or 22.1 tons, to which add 5 tons as the necessary load upon the truck,

and the whole weight is 27.1 tons, which is the necessary weight of an

engine to draw 200 tons over 60 feet grades, at 20 miles per hour.

Or, generally,

Let _W_ = Weight of engine, tender, and train, in tons,

Let _V_ = Speed in miles per hour,

Let _a_/_b_ = Fraction expressing the grade,

Let _c_ = Resistance, in pounds per ton due to the sharpest curve,

which, assume as 5 lbs., as we have no reliable data,

and we have, as the weight of the engine,

[_W_(_V^2_/171 + 8) + _a_/_b_ × 2240 + 5]6/2240 =

weight of engine exclusive of weight on truck.

If we assume the adhesion as one fourth of the weight on the drivers,

and load 150 tons, speed twenty miles per hour, and grade forty feet per

mile, the above formula becomes,

[150((20 × 20)/171 + 8) + (40/52802240) + 5]4/2240 =

nine tons nearly.

To which add five tons, and we have as the whole weight, fourteen tons.

[Illustration: Fig. 158.]

------------------------------------------------------------------------

TRANSCRIBER’S NOTES

1. Made corrections listed in Errata beginning on p. xv.

2. Did not correct the error for page 32 line 2 as it referred to the

cut rather than the text.

3. Changed “area 2,827 miles” to “area 2,827 square miles” on p. 4.

4. Added “GENERAL TOPOGRAPHY” subheading on p. 12.

5. Changed “11480.667” to “11,480,667” on p. 40.

6. Changed “+ 5,297.334 + 4,437.334” to “+ 5,297,334 + 4,437,334” on p.

54.

7. Added “SLOPES” subheading on p. 89.

8. Added “FORM OF RAILROAD SECTIONS” subheading on p. 97.

9. Added “ROCK EXCAVATION” and “BLASTING AND QUARRYING” subheadings on

p. 115.

10. Added “SIDINGS AND CROSSINGS” subheading on p. 298.

11. Changed “18.24 cubic feet per hour” to “18.24 cubic feet per hour of

water” on p. 304.

12. Changed all commas to decimals in the table's right-hand column

titled “Resistance in lbs. per ton” on p. 314 to agree with the

previous expression.

13. Added “RETARDING OF TRAINS” subheading on p. 401.

14. Added “CLASSIFICATION OF BUILDINGS”, “LOCATION OF BUILDINGS”, and

“TERMINAL PASSENGER HOUSE” subheadings on p. 403.

15. Added “TERMINAL FREIGHT HOUSE” and “ENGINE HOUSE AND APPURTENANCES”

subheadings on p. 405.

16. Added “WOOD SHED AND TANK” subheading on p. 407.

17. Silently corrected typographical errors.

18. Retained anachronistic and non-standard spellings as printed.

19. Enclosed italics font in _underscores_.

20. Enclosed bold font in ¶pilcrow signs¶.

21. Superscripts are denoted by a caret before a single superscript

character or a series of superscripted characters enclosed in

curly braces, e.g. M^r. or M^{ister}.

Handbook of Railroad Construction; For the use of American engineers. Containing the necessary rules, tables, and formulæ for the location, construction, equipment, and management of railroads, as built in the United States. · 第 19 / 19 章