r
3 5556 031.172844
Detailed Exhibits
3 rv > - ^ J
,,,,,,, ; •-» o ; >
of tKe
Pk ysica l p roperty
and
Intangible Values
of tKe
South Chicago City Railway
Company
as of February 1, A. D. 1908
accompanying tKe
Valuation Report
submitted to
TLe Committee on Local Transportation
of tKe
Chicago City Co uncil
Ky
BION J. ARNOLD
GEORGE WESTON
Traction Valuation Commission
CHICAGO, MARCH, 1908
CONTENTS
Introduction 1
Summary of Physical Property 13
EXHIBIT I.
Track.
Summary 17
1-B Tangent Track. . 18
1-B Track Special Work .. 83
1-C Track on Bridges 109
1-D Tracks in Car Houses and Yards 110
1-E Special Work in Car Houses and Yards 112
EXHIBIT II.
Electric Power Distribution and Telephone Systems.
Summary 115
Overhead Trolley Construction 123
Feeder System 188
Telephone System*. 194
EXHIBIT III.
Rolling Stock.
Summary 201
Car Bodies 202
Motor Equipment 205
Trucks 206
Miscellaneous Equipment 207
Illustrations and Specifications 208
EXHIBIT IV.
Power Plant Equipment.
Ewing Avenue Plant 251
.. JL' i H 0 » ' ? q 02 f
a from yreT^i
4
VALUATION—SOUTH CHICAGO CITY RAILWAY.
EXHIBIT V.
Tools and Machinery.
Summary 259
Electrical Instruments 260
Floating Tools in Track Department 260
Fixed Tools 262
Fire Protection Apparatus 265
Wagons and Miscellaneous 266
EXHIBIT VI.
Furniture and Fixtures.
Summary 269
EXHIBIT VII.
Buildings.
Summary 281
«
EXHIBIT VIII.
Real Estate.
Summary 293
Plats and Description 294
EXHIBIT IX.
Tools, Materials and Supplies."
Summary 303
Supplies in Store Room 304
Supplies in Shops and Barn 338
Supplies in Track Department 368
Floating Tools and Supplies in Line Department 368
Floating Tools in Shops 370
Patterns 393
Scrap Material 399
Supplies and Books in Offices. 399
Summary
EXHIBIT X.
Paving.
403
CONTENTS. 5
EXHIBIT XI.
Fill.
Summary 409
EXHIBIT XII.
Addenda Items.
Explanatory 413
A—Summary 413
B—Restoration of 18.75 Miles of Street at Expiration of Fran¬
chises 415
EXHIBIT XIII.
Franchises and Intangible Values
423
ANALYSIS
OF THE
PREMISES ADOPTED AND THE METHODS USED
IN DETERMINING
THE PRESENT VALUE OF THE PHYSICAL PROPERTY
OF THE
SOUTH CHICAGO CITY RAILWAY COMPANY.
For the purpose of making the inventory, the property was di¬
vided into the following divisions: track, electrical distribution
system, cars, power plants, fixed tools and machinery, office furni¬
ture, buildings, real estate, tools, materials and supplies, paving,
and fill.
These divisions were in turn subdivided into various parts;
that is, track subdivided into straight line track work, specal work
in streets, track work and special work in barns, etc., and similar
subdivisions were made for the other general divisions.
In this report the grand divisions of the schedules have been
termed exhibits, and are indicated as EXHIBIT I, EXHIBIT II,
etc. The subdivisions of the exhibits have been indexed 1A, IB,
1C, and 2A, 2B, 2C, etc., the first number of this index correspond¬
ing to the exhibit of which the subdivision is a part.
In the following paragraphs, the premises upon which the new
and present value of the property listed in the various exhibits was
determined is set forth and discussed.
EXHIBIT I.—TRACK, TRESTLES, ETC.
9
Division 1A.—Tangent Track.
An estimate was made of the cost of materials and labor re¬
quired to produce the property new today, to which was added 15
per cent for organization, engineering, and incidentals. The track
was divided into different -classes determined by the varying
weights, types of rails, and styles of construction. In depreciating
the tracks, the cost was divided into two parts, that of the rail and
of the substructure. In depreciating the rail, three factors have
been considered:
(1) The condition of the wagon tread of the rail.
(2) The condition of the joints.
(3) The wearing life of the head of the rail.
From examination of the rail in place, it is found that none of
the rail would have to be discarded on account of broken or de-
8 VALUATION—SOUTH CHICAGO CITY RAILWAY.
fective wagon treads, and for this reason this does not appear in
determining the depreciation of any part of the track under con¬
sideration in this report.
All joints were depreciated on the basis that, in order to obtain
the full wearing value of the head of the rail it would be necessary
some time to renew the joints, and in addition it was assumed
that, at the time of such renewal, the ends of the rail could be cut
off, and the life of the balance of the rail lengthened thereby.
The present value of the rail, excepting the joints, was deter¬
mined by measurement of the wearing value that remained in the
head of the rail. The life of the rail is considered to be the length
of time required for the head of the rail to wear away so that the
height of the remaining head above the wagon tread is % in. The
difference between this height and the original height of the head
above the wagon tread, determines the wearing value.
To determine this quantity, the distance between the head of the
rail and the wagon tread for the new track was determined and
expressed in sixty-fourths of an inch. Measurements were taken
in the field with a specially constructed Vernier device, by means
of which the actual height of the top of the rail above the wagon
tread was determined in sixty-fourths of an inch. The greater part
of the track had a wearing life when new of about 30/64 in. Meas¬
urements were taken of the height of the head of the rail for all
the sections of track, a sufficient number of readings being taken
for each section to secure the average height of the rail. From the
average height so determined was deducted the scrap height of
40/64 in., the remainder representing the remaining life of the rail.
This method of depreciating the rail takes into consideration only
the condition of the rail, and has no bearing whatever upon the life
of the track.
In depreciating the substructure its average life was taken
at twenty years. On account of the fact that a good deal of the track
was not in first class surface and alignment, it was determined to
apply a depreciation of 12^%, or two and one-half years, over all
the track of the road to cover this deficiency. Consequently the
remaining life of seventeen and one-half years was used in de¬
preciating the substructure.
The lengths of tangent track in this exhibit have been deter¬
mined by deducting from the distance from center to center of
streets, as shown on the official maps of the City of Chicago, the
lengths covered by special work. All limits were determined by
actual measurement in the field.
Division 1-B.—Track Special Work.
In determining the track special work, each piece of special
work was measured and listed. The layouts are shown in this ex¬
hibit. The determination of the value of the special work new was
made by adding to the estimated cost of the material required for
the special work, the cost of the ties, joints, ballast, excavation and
INTRODUCTION.
9
labor required in the installation of the various types of special
work. The summary sheet sets forth the amounts of the various
types of special work construction required on the layouts ap¬
praised.
Division 1-C.—Track on Bridges.
The cost of track work on bridges includes rail, together with
fastenings necessary on the bridges, as well as any additional
stringers that have been required in some cases to reinforce bridges
on which some tracks were laid.
Division 1-D.—Tracks in Car Houses and Yards.
The track in the car houses and yards was measured in detail,
and unit estimates were made of the cost to construct new, and
depreciation was applied, representing the average depreciation for
this class of work.
Division 1-E.—Special Work in Car Houses and Yards.
The special work in car houses and yards was measured in
detail, and unit estimates were made of the cost to construct new,
and depreciation was applied, representing the average deprecia¬
tion for this class of work.
EXHIBIT II.—ELECTRIC POWER DISTRIBUTION AND
TELEPHONE SYSTEMS.
The electrical distributing system has been divided into:
2-A—Trolley Systems.
2-B—Feeders.
2-C—Telephone Lines.
Division 2-A.—Trolley Systems.
Detailed estimate of trolley covers the poles, cross span con¬
struction, fittings, trolley wire, together with special work con¬
struction at the curves. Inspection of the overhead work was made
by going over the lines, and noting the general condition. For pur¬
poses of detailed inventory, the lengths of the various sections of
work were determined by deducting from center to center dis¬
tance as determined by the official map of the City of Chicago, the
distance between the limits established by actual measurement and
shown on the special work layouts.
The depreciation of the various parts of the overhead system
was determined by careful inspection and measurement for the
different sections of the 'work, and were applied to the cost new,
which was determined on the basis of present cost of material and
labor required to reproduce the system.
Division 2-B.—Feeders.
All feeders and the attachments necessary to support the
feeders on the poles were checked up by actual measurement and
10 VALUATION—SOUTH CHICAGO CITY RAILWAY.
count, and the cost to reproduce this equipment as of February 1,
1908, was determined. The depreciation was applied as shown in
detail.
Division 2-C.—Telephone Lines.
The same general method was arrived at in determining the
value of the telephone lines as is used in the case of feeder de¬
termination.
EXHIBIT III.—ROLLING STOCK.
In arriving at the cost of new and present value of the cars and
car equipment, they were divided into groups according to the type,
style, maker and age. A typical car was taken from each of these
groups, a thorough inspection made, and general specifications cov¬
ering this type were prepared.
These specifications were submitted to car manufacturers, and
the costs new obtained for the car bodies. To this 5 per cent was
added for organization, engineering, and incidentals. Similarly
prices were obtained covering all parts of the equipment, such as
motors, control and electrical equipment, air brakes, heaters, light¬
ing, etc. To these prices an amount required to cover the cost of
the freight of the various parts and the assembling of the car was
added in making up the total value of the equipment new.
A thorough inspection was made of each group of cars, and a
present depreciation applied based upon the age, type, and suita¬
bility for service.
EXHIBIT IV.—POWER PLANT EQUIPMENT.
In estimating the cost of the power plants, unit estimates were
made of the cost to reproduce each power plant today, to which was
added 10 per cent for organization, engineering and incidentals.
To arrive at the present value of the plants, the annual rates of
depreciation shown in the detailed estimate were applied for the
length of time the various parts of the plants had been in service.
From these depreciations, together with scrap value of the material,
the present value of the plants has been determined.
EXHIBIT V.—FIXED TOOLS AND MACHINERY.
This exhibit covers the various fixed tools and machinery in
the shops, all of which have been carefully examined and appraised.
EXHIBIT VI.—FURNITURE.
This exhibit covers the office furniture and fittings that have
been carefully examined and appraised.
EXHIBIT VII.—BUILDINGS.
In arriving at the cost new and the present value of the build¬
ings, detailed measurements were made and detailed inventory taken
of the kinds and amount of materials required to reproduce the
buildings. These quantities have been estimated at prices as of
INTRODUCTION.
11
February 1, 1908, to which has been added 15 per cent for organiza¬
tion, engineering and incidentals, in determining the cost new of
the building.
In general the buildings have been depreciated at an annual
rate of 1 ]/2 per cent, although in the cases of buildings not well
cared for, a higher rate of depreciation has been assumed.
EXHIBIT VIII.—REAL ESTATE.
For the determination of the value of the real estate, the
services of Marvin A. Farr and Joseph Donnersberger, experts on
real estate values, have been secured and the values submitted
herewith are those determined by them.
EXHIBIT IX.—TOOLS, MATERIALS AND SUPPLIES.
In this exhibit is included a list of supplies, floating tools and
materials on hand that has been submitted by the Railway Com¬
pany. This list has been checked over, and a general inspection of
the materials listed has been made, although detailed inventory
and appraisal of these items have not been made. It is understood
that in case this report is used as a basis for the purchase of the
property of the Railway Company, a detailed inventory of the
items covered in this exhibit should be made and its value substi¬
tuted for the value made in this report at the time of such purchase.
EXHIBIT X.—PAVING.
Actual measurement of pavement located at various parts of
the Company's property has been made, and the cost to reproduce
this pavement has been determined on the cost of labor and ma¬
terials today. The various sections of pavement have been depre¬
ciated by inspection of the present condition and the present value
determined.
EXHIBIT XI.—FILL.
The quantity of fill or embankment that has been necessary in
the construction of the electric roads through the low, swampy sec¬
tions of the territory has been determined by actual measurement.
A slight allowance has been made to represent the large loss of
material beneath the average level of the swampy parts. The cost
to reproduce this fill has been determined as of today, account hav¬
ing been taken of the various kinds of material used for this work.
No depreciation has been applied to this cost.
EXHIBIT XII.—ADDENDA ITEMS.
Exhibit XII sets forth certain details not contemplated in the
report as first outlined.
According to instructions to the Traction Valuation Commis¬
sion, this report was to be made along the lines of the reports made
by the first Traction Valuation Commission, upon the property of
the Chicago Union Traction Company and the Chicago City Rail¬
way Company.
12
VALUATION—SOUTH CHICAGO CITY RAILWAY.
At the request of your Special Traction Counsel, the estimate
of the deduction that should be made from the present value of
the property on account of the provision in the ordinance requir¬
ing the rehabilitation of 40 miles of track has been made and is in¬
cluded as an addenda item in Division "A" of Exhibit XII.
Part of the franchises of the South Chicago City Railway Com¬
pany provide that at their expiration the Railway Company shall
remove its property from the streets and restore the streets. At
the request of your Special Corporation Counsel, the estimate of
the deduction that should be made from the present value of the
South Chicago City Railway Company's property, as set forth in
this estimate has been made. This estimate is set forth in Division
"B" of Exhibit XII.
EXHIBIT XIII.— FRANCHISES AND INTANGIBLE
VALUES.
For full explanation, see detail in Exhibit. .
INTRODUCTION.
13
GENERAL SUMMARY OF PHYSICAL PROPERTY.
xhibit.
Items.
Cost New.
Present Value.
I
Track, Trestles, Etc $
706,569.93
$ 496,120.04
II
Electric Distribution, and Tele¬
phone Systems
101,690.13
82,876.37
III
Rolling Stock
344,225.99
305,574.10
IV
Power Plant Equipment
170,503.80
112,996.40
V
Tools and Machinery
15,413.06
15,413.06
VI
Furniture and Fixtures
3,543.24
3,543.24
VII
Buildings
155,357.89
116,551.41
Til
Real Estate-
125,391.00
* 125,391.00
IX
$1,622,695.04 $1,258,465.62
Tools, Materials and Supplies. 108,433.42 108,433.42
$1,731,128.46 $1,366,899.04
Legal Expenses, Carrying
Charges, Brokerage and Con¬
tingencies at 10% 173,112.85 136,689.90
$1,904,241.31 $1,503,588.94
X Paving 241,952.98 198,627.05
XI Fill 239,849.69 239,849.69
Grand total $2,386,043.98 $1,942,065.68
EXHIBIT I
TRACK AND TRESTLES
TRACK.
17
EXHIBIT I
TRACK
COMPRISING THE FOLLOWING DIVISIONS:
1-A Tangent Track.
1-B Track Special Work.
1-C Track on Bridges.
1-D Tracks in Car Houses and Yards.
1-E Special Work in Car Houses and Yards.
SUMMARY.
Cost New. Present Value.
Tangent track
Track special work
Track on bridges
Tracks in car houses and yards
Special work in car houses and yards
$527,649.00 $387,284.00
160,287.00 96,173.00
8,521.00 6,071.00
5,149.00 3,604.00
4,980.00 2,988.00
$706,586.00 $496,120.00
18 VALUATION—SOUTH CHICAGO CITY RAILWAY.
SECTION I-A
MILEAGE AND COST OF DIFFERENT CLASSES
OF
ELECTRIC TRACK.
SUMMARY.
Class.
Miles
Single Track.
Cost
Per Mile.
Total Cost
New.
Present
Value.
A
. . .1403
$14,963.96
$ 2,099.44
$ 1,600.40
B
. . 3.2808
16,685.99
54,743.40
35,061.69
B-l
.. 3.7944
17,461.97
66,257.70
55,697.78
B-3
.. 1.7968
13,874.23
24,929.21
18,818.04
B-4
.. .5440
14,650.21
7,969.71
7,148.70
C
.. 1.6529
16,913.50
27,956.32
14,956.03
C-l
.. 1.6529
17,689.48
29,238.94
24,787.30
C-3
.. .7111
17,669.22
11,010.45
12,564.58
D
.. .4781
17,149.07
8,198.97
5,633.64
D-3
.. .1268
24,652.84
3,125.98
2,855.58
D-4
.. .9697
15,886.63
15,405.27
11,487.01
E-l
.. 1.1011
17,474.87
19,241.58
17,741.39
E-5
.. 1.2368
17,528.74
21,679.55
16,478.16
1-B
.. .6595
. 15,167.99
10,003.29
7,546.12
2-B
,.. 2.7858
15,970.93
44,491.82
25,906.23
3-B
.. .9581
16,209.28
15,530.11
9,666.29
4-B
.. 1.2460
14,691.28
18,305.33
12,160.95
5-B
,.. .7295
14,452.93
10,543.41
7,695.34
7-B
,.. .3135
14,853.20
4,656.48
3,951.19
8-B
... .4685
15,653.75
7,333.78
5,180.47
1-B-l
... 3.7622
15,943.97
59,984.40
40.874.24
2-B-3
... 1.0325
13,397.53
13,832.95
12,164.49
2-D
... .4685
17,634.86
8,261.93
7,001.99
3-D
. .. 1.7586
15,232.35
26,787.61
18,547.60
4-D
.9773
16,434.03
16,060.98
11,758.49
Totals. .
. .. 32.6457
$527,648.61
$387,283.70
TRACK.
19
CLASSES OF TRACK.
Class. Description.
A 4^2 in. Girder Rail, S7l/2 lb., 30 ft. lengths, bonded, on stone
ballast.
B 6 in. Girder Rail, 75 lb., 30 ft. lengths, bonded, on stone
ballast.
B-l 6 in. Girder Rail, 75 lb., 30 ft. lengths, Atlas joints, bonded,
on stone ballast.
B-3 6 in. Girder Rail, 75 lb., 30 ft. lengths, bonded, on cinder bal¬
last (no excavation).
B-4 6 in. Girder Rail, 75 lb., 30 ft. lengths, Atlas joints, bonded,
on cinder ballast.
C 6 in. Girder Rail, 78 lb., 30 ft. lengths, bonded, on stone bal¬
last.
C-l 6 in. Girder Rail, 78 lb., 3Q ft. lengths, Atlas joints, bonded,
on stone ballast.
C-3 6 in. Girder Rail, 78 lb., 30 ft. lengths, welded joints, on stone
ballast.
D 7-in. Girder Rail, 80 lb., 30 ft. lengths, bonded, on stone
ballast.
D-3 7 in. Girder Rail, 80 lb., 30 ft. lengths, bonded, on concrete
base.
D-4 7 in. Girder Rail, 80 lb., 30 ft. lengths, on ballast (no bond¬
ing nor tie plates).
E-l 7-3/16 in. Girder Rail, 85 lb., 60 ft. lengths, bonded, on stone
ballast.
E-5 7-3/16 in. Girder Rail, 85 lb., 30 ft. lengths, bonded, on stone
ballast.
1-B Same as Class B minus excavation.
2-B Same as Class B. Has no brace tie plates.
3-B Same as Class B. Has 33% brace tie plates.
4-B Same as Class B minus excavation. Has 33% brace tie plates.
5-B Same as Class B minus excavation. Has no brace tie plates.
7-B Same as Class B minus excavation. Elas 33% double brace
tie plates.
8-B Same as Class B minus excavation. Has all double brace tie
plates.
1-B-l Same as Class B-l minus excavation.
2-B-3 Same as Class B-3 minus excavation. Has 33% brace tie
plates.
2-D Same as Class D. Has all double brace tie plates.
3-D Same as Class D minus excavation. Has 33% double brace
tie plates.
4-D Same as Class D minus all brace tie plates.
20 VALUATION—SOUTH CHICAGO CITY RAILWAY.
CLASS A
UNIT PRICE ESTIMATE.
Estimate of Cost to Produce One Mile of Single Track.
4^2-in. girder rail, 57^-lb., 30 ft. lengths, bonded, on slag ballast.
Rail, 57y2 lb. per yard, delivered, tons.
Amount.
. 90.8
Unit Price.
$41.00
Total Cost.
$ 3,722.80
Hauling to street, tons
. 90.8
1.00
90.80
Excavation, cubic yards
.2,411
.50
1,205.50
Slag ballast, cubic yards
.1,500
1.65
2,475.00
Ties, delivered
. 2,640
.75
1,980.00
Tie rods
.1,056
.30
316.80
Tie plates (double brace)
. 880
.38
334.40
Fish plates and bolts, 60 lb. each, tons.
9.44
42.25
398.84
Spikes for rails, kegs
. 30
4.10
123.00
Spikes for tie plates, kegs
. 10
4.10
41.00
Cross bonds
. 18
2.00
36.00
Bonds, 80c; labor, 45c
. 352
1.25
440.00
Track laying, feet
5,280
.35
1,848.00
$13,012.14
Organization, engineering and incidentals, 15%.
. 1,951.82
Total cost per mile
$14,963.96
TRACK.
21
DEPRECIATION OF FOUR AND ONE-HALF INCH GIRDER
BONDED TRACK.
Depreciation of Track Due to Joints.
Cost Scrap Wearing
New. Value. Value.
Bonds, 352 @ 25c $ 440.00 $ 88.00 $ 352.00
Fish plates and bolts 398.84
9.44 tons scrap @ $11.00 103.84 295.00
Labor making joints, lc per foot 52.80 52.80
Rail cut-off, 3%, cost and hauling. . . . 114.40
2.56 tons scrap @$11.00 28.16 86.24
Labor, 5,280 ft., @, 14c 739.20 739.20
Placing rails, making joints
and spiking $0.09
Surfacing 02
Cleaning street and inci¬
dentals 03
$0.14
$1,745.24 $220.00 $1,525.24
Life of joint, 20 years.
$1,525.24
Annual depreciation per mile, due to joints — $76.26
20
Annual depreciation in per cent of wearing value 5%
Depreciation of Track Due to Ties.
Cost Scrap Wearing
New. Value. Value.
Ties $1,980.00 $1,980.00
Tie rods 318.80
5.3 tons scrap @ $10.00 $ 53.00 263.80
Tie plates 334.40
3.9 tons scrap @ $10.00 39.00 295.40
Slag ballast, deduct 25% for re¬
claiming 2,475.00 1,856.25 618.75
Labor placing ballast, 5c per foot. . . 264.00 264.00
Labor placing ties, 3c per foot 158.40 158.40
Spikes 164.00
4 tons scrap @ $10.00 40.00 124.00
$5,692.60 $1,988.25 $3,704.35
Life of tie, 17.5 years.
$3,714.35
Annual depreciation per mile due to tie = $212.25
17.5
Annual depreciation in per cent of wearing value 5.71%
22 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Depreciation of Track Due to Rail.
Cost Scrap Wearing
New. Value. Value.
Rail, 97% of rail and hauling" $3,699.19
97%; of scrap, 82.7 tons @
$11.00 $909.70
Less 5c per ft. for removal 256.08
$653.62 $653.62 $3,045.57
Cross bonds 36.00
18 scrap bonds @ 50c 9.00 27.00
Labor @ 12c per foot 633.60 633.60
$4,368.79 $662.62 $3,706.17
Cost of parts depreciated with joints $ 1,745.24
Cost of parts depreciated with ties 5,692.60
Cost of parts depreciated with rail.... 4,368.79
Total cost of parts depreciated $11,806.63
$1,745.24 = 14.8% of $11,806.63
$5,692.60 — 48.2% of $11,806.63
$4,368.79 = 37.0% of $11,806.63
Above percentages to be used to distribute to joints,
ties and rails, the proper proportion of part of cost
yet to be depreciated.
Part Yet to be Depreciated.
Organization, engineering and incidentals, 15%. $1,951.82
14.8% of $1,951.82 = amount to be depreciated with joints.$ 288.86
Actual wearing value of joints 1,525.24
Total value of joints to be depreciated 5% annually. .$1,814.10
5% of $1,814.10 = $90.70, annual depreciation.
48.2%v of $1,951.82 = amount to be depreciated with ties. .$ 940.78
Actual Avearing value'of ties 3,704.35
Total value of ties to be depreciated 5.7% annually. . .$4,645.13
5.7%, of $4,645.13 = $264.77, annual depreciation.
Wearing value of rail, etc $3,706.17
37.0%; of $1,951.82 = amount to be depreciated with rail. . 722.19
Total value of rail to be depreciated $4,428.36
Original depth of head of rail 64/64 in.
Depth of head when rail is scrap 40/64 in.
Wearing depth 24/64 in.
1/64 in. wear = 1/24 of $4,428.36 == $185.95, which is the
amount of depreciation for each 1/64 in. of wear.
TRACK.
23
Part Not Depreciated.
Excavation $1,205.50
Recapitulation.
Part depreciated with joints $ 1,814.10
Scrap value of parts depreciated with joints 220.00
Part depreciated with ties 4,645.13
Scrap value of parts depreciated with ties 1,988.25
Part depreciated with rail 4,428.36
Scrap value of part depreciated with rail 662.62
Part not depreciated (excavation) 1,205.50
Total $14,963.96
24 VALUATION—SOUTH CHICAGO CITY RAILWAY.
CLASS B
UNIT PRICE ESTIMATE.
Estimate of Cost to Produce One Mile of Single Track.
6-in. girder rail, 75-lb., 30 ft. lengths, bonded, on stone ballast.
Amount. Unit Price. Total Cost.
Rail, 75 lb. per yard, delivered, tons. .
. 117.86
$41.00
$ 4,832.26
Hauling to street, tons
. 117.86
1.00
117.86
Excavation, cubic yards
.2,640
.50
1,320.00
Slag ballast, cubic yards
.1,500
1.65
2,475.00
Ties, delivered
. 2,640
.75
1,980.00
Tie rods
.1,056
.30
316.80
Tie plates *
. 2,640
.22
580.80
Fish plates and bolts, 60 lb. each, tons.
9.44
42.25
398.84
Spikes for rails, kegs
. 30
4.10
123.00
Spikes for tie plates, kegs.
. 10
4.10
41.00
Cross bonds
. 18
2.00
36.00
Bonds, 80c; labor, 45c
. 352
1.25
440.00
Track laying, feet
5,280
.35
1,848.00
$14,509.56
Organization, engineering and incidentals, 15%.
. 2,176.43
Total cost per mile
$16,685.99
TRACK.
25
DEPRECIATION OF SIX-INCH GIRDER BONDED TRACK.
Depreciation of Track Due to Joints.
Cost Scrap Wearing
New. Value. Value.
Bonds, 352 @ 25c $ 440.00 $ 88.00 $ 352.00
Fish plates and bolts 398.84
9.44 tons scrap @ $11.00.... 103.84 295.00
Labor making joints, lc per foot 52.80 52.80
Rail cut-off, 3%, cost and hauling. .. . 148.50
3.4 tons scrap @ $11.00 37.40 111.10
Labor, 5,280 ft. @ 14c 739.20 739.20
Placing rails, making joints
and spiking .$0.09
Surfacing 02
Cleaning street and inci¬
dentals 03
$0.14
$1,779.34 $229.24 $1,550.10
Life of'joint, 20 years.
$1,550.10
Annual depreciation per mile due to joints = $77.50
20
Annual depreciation in per cent of wearing value 5%
Depreciation of Track Due to Ties.
Cost Scrap Wearing
New. Value. Value.
Ties $1,980.00 $1,980.00
Tie rods... 316.80
5.3 tons scrap @ $10.00 $ 53.00 263.80
Tie plates 580.80
7.1 tons scrap @ $10.00 71.00 - 509.80
Stone ballast, deduct 25% for re¬
claiming 2,475.00 1,856.25 618.75
Labor, placing ballast, 5c per foot.. 264.00 264.00
Labor, placing ties, 3c per foot 158.40 158.40
Spikes 164.00
4 tons scrap @ $10.00 40.00 124.00
$5,939.00 $2,020.25 $3,918.75
Life of tie, 17.5 years.
$3,918.75
Annual depreciation per mile due to tie = $223.93
17.5
Annual depreciation in per cent of wearing value 5.7%
26 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Depreciation of Track Due to Rail.
Cost Scrap Wearing
New. Value. Value.
Rail, 97% of rail and hauling $4,801.62
97% of scrap, 109.75 tons @
$11.00 $1,207.25
Less 5c per foot for re¬
moval 256.08
$951.17 $951.17 $ 3,850.45
Cross bonds 36.00
18 scrap bonds @ 50c 9.00 27.00
Labor @ 12c 633.60 633.60
$5,471.22 $960.17 $ 4,511.05
Cost of parts depreciated with joints $ 1,779.34
Cost of parts depreciated with ties 5,939.00
Cost of parts depreciated with rail 5,471.22
Total cost of parts depreciated $13,189.56
$1,779.34 = 13.5% of $13,189.56
$5,939.00 = 45.0% of $13,189.56
$5,471.22 = 41.5% of $13,189.56
Above percentages to be used to distribute to joints,
ties and rails, the proper proportion of part of cost
yet to be depreciated.
Part Yet to be Depreciated.
Organization, engineering and incidentals, 15% $2,176.43
13.5% of $2,176.43 = amount to be depreciated with joints.$ 293.82
Actual wearing value of joints . 1,550.10
Total value of joints to be depreciated 5% annually. . .$1,843.92
5% of $1,843.92 = $92.19, annual depreciation.
45% of $2,176.43 = amount to be depreciated with ties...$ 979.39
Actual wearing value of ties 3,918.75
Total value of ties to be depreciated 5.7% annually. . .$4,898.14
5.7% of $4,898.14 = $279.19, annual depreciation.
Wearing value of rail, etc $4,511.05
41.5% of $2,176.43 = amount to be depreciated with rail. . 903.22
Total value of rail to be depreciated $5,414.27
Original depth of head of rail 68/64 in.
Depth of head when rail is scrap 40/64 in.
Wearing depth 28/64 in.
1/64 in. wear =1/28 of $5,414.27 = $193.37, which is the
amount of depreciation for each 1/64 in. of wear.
TRACK. 27
Part Not Depreciated.
Excavation $1,320.00
Recapitulation.
Part depreciated with joints $ 1,843.92
Scrap value of parts depreciated with joints 229.24"
Part depreciated with ties 4,898.14
Scrap value of parts depreciated with ties 2,020.25
Part depreciated with rail. 5,414.27
Scrap value of part depreciated with rail 960.17
Part not depreciated (excavation) 1,320.00
Total $16,685.99
28 VALUATION—SOUTH CHICAGO CITY RAILWAY.
CLASS B-l
UNIT PRICE ESTIMATE.
Estimate of Cost to Produce One Mile of Single Track.
6-in. girder rail, 75-lb., 30 ft. length, Atlas joints, bonded, on stone ballast.
Class B-l has Atlas rail joints, otherwise same as Class B.
Total cost to produce one mile single track, Class B $14,509.56
Atlas joints and bolts, 60 lb. each (9.44 tons @ $113.72
add for Atlas joints) 674.76
$15,184.32
Organization, engineering and incidentals, 15% 2,277.65
Total cost per mile $17,461.97
DEPRECIATION OF SIX-INCH GIRDER BONDED TRACK.
Depreciation of Track Due to Joints.
Same as Class B, except add for Atlas joints.
Cost Scrap Wearing •
New. Value. Value.
Class B, total $1,779.34 $229.34 $1,550.10
Add for Atlas joints 674.76 674.76
$2,454.10 $229.24 $2,224.86
Life of joint, 20 years.
$2,224.86
Annual depreciation per mile due to joints - = $111.25
20
Annual depreciation in per cent of wearing value 5%
Depreciation of Track Due to Ties.
Same as Class B.
Annual depreciation due to ties $223.93
Annual depreciation in per cent of wearing value 5.7%
Depreciation of Track Due to Rail.
Same as Class B.
Cost of parts depreciated with joints $ 2,454.10
Cost of parts depreciated with ties 5,939.00
Cost of parts depreciated with rail 5,471.22
Total cost of parts depreciated $13,864.32
$2,454.10 = 17.7 % of $13,864.32
$5,939.00 = 42.84% of $13,864.32
$5,471.22 = 39.46% of $13,864.32
Above percentages to be used to distribute to joints,
ties, and rails, the proper proportion of part of
cost yet to be depreciated.
TRACK. 29
Part Yet to be Depreciated.
Organization, engineering and incidentals, 15% $2,277.65
17.7% of $2,277.65 — amount to be depreciated with
joints $ 403.14
Total wearing value of joints 2,224.86
Total value of joints to be depreciated 5% annually. . .$2,628.00
5% of $2,628.00 = $13.14, annual depreciation.
42.84% of $2,277.65 = amount to be depreciated with ties. .$ 975.75
Actual wearing value of ties 3,918.75
Total value of ties to be depreciated 5.7% annually. . .$4,894.50
5.7% of $4,894.50 = $278.99, annual depreciation.
Wearing value of rail, etc $4,511.05
39.46% of $2,277.65 = amount do be depreciated with rail. 898.76
Total value of rail to be depreciated $5,409.81
Original depth of head of rail 68/64 in.
Depth of head when rail is scrap. .. .40/64 in.
Wearing depth 28/64 in.
1/64 in. wear— 1/28 of $5,409.81 = $193.21, which is the
amount of depreciation for each 1/64 in. of wear.
Part Not Depreciated.
*
Excavation $1,320.00
Recapitulation.
Part depreciated with joints $ 2,628.00
Scrap value of parts depreciated with joints 229.24
Part depreciated with ties 4,894.50
Scrap value of parts depreciated with ties 2,020.25
Part depreciated with rail , 5,409.81
Scrap value of part depreciated with rail. 960.17
Part not depreciated (excavation) 1,320.00
Total
$17,461.97
30 VALUATION—SOUTH CHICAGO CITY RAILWAY.
CLASS B-3.
UNIT PRICE ESTIMATE.
Estimate of Cost to Produce One Mile of Single Track.
6-in. girder rail, 75-lb., 30 ft. lengths, bonded on cinder ballast.
Class B-3 has cinder ballast and no excavations; otherwise the same as
Class B.
Total cost to produce one mile of single track, Class B.. .$14,509.56
Rock ballast, 1,500 cu. yd., @ $1.65 $2,475.00
Cinder ballast, 1,500 cu. yd., @ $0.90. . 1,350.00
Deduct $1,125.00
Excavation 1,320.00
Total deduction $2,445.00 2,445.00
$12,064.56
Organization, engineering and incidentals, 15%.. 1,809.67
Total cost per mile $13,874.23
DEPRECIATION OF SIX-INCH GIRDER BONDED TRACK.
Depreciation of Track Due to Joints.
Same as for Class B.
Annual depreciation per mile due to joint .$77.50
Annual depreciation in per cent of wearing value 5%
Depreciation of Track Due to Ties.
Class B-3 has cinder ballast; otherwise same as Class B.
Cost Scrap Wearing
New. Value. Value.
Total values for Class B $5,939.00 $2,020.25 $3,918.75
Cinder ballast, deduct for reclaim¬
ing, 25% 1,125.00 843.75 281.25
$4,814.00 $1,176.50 $3,637.50
Life of tie, 17.5 years.
$3,637.50
Annual depreciation per mile due to tie = $207.86
17.5
Annual depreciation in per cent of wearing value 5.7%
TRACK.
31
Depreciation of Track Due to Rail.
Same as Class B.
Cost of parts depreciated with joints ,...$ 1,779.34
Cost of parts depreciated with ties 4,814.00
Cost of parts depreciated with rail 5,471.22
Total cost of parts depreciated $12,064.56
$1,779.34= 14.8% of $12,064.56
$4,814.00 = 39.9% of $12,064.56
$5,471.22 = 45.3% of $12,064.56
Above percentages to be used to distribute to joints,
ties, and rails the proper proportion of part of cost
yet to be depreciated.
Part Yet to be Depreciated.
Organization, engineering and incidentals, 15% $1,809.67
14.8% of $1,809.67 = amount to be depreciated with joints.$ 267.83
Actual wearing value of joints 1,550.10
Total value of joints to be depreciated 5% annually. .$1,817.93
'5.7% of $4,359.56 = $248.49, amount of depreciation.
39.9% of $1,809.67 = amount to be depreciated with ties. .$ 722.06
Actual wearing value of ties 3,637.50"
Total value of ties to be depreciated 5.7% annually. .$4,359.56
5.7% of $4,359.96 = $248.49, amount of depreciation.
Wearing value of rail, etc $4,511.05
45.3% of $1,809.67 = amount to be depreciated with rail. . 819.79
Total value of rail to be depreciated $5,330.84
Original depth of head of rail 68/64 in.
Depth of head when rail is scrap 40/64 in.
Wearing depth 28/64 in.
1/64 in. wear =1/28 of $5,330.84 = $190.38, which is the
amount of depreciation for each 1/64 in. wear.
Recapitulation.
Part depreciated with joints $ 1,817.93
Scrap value part depreciated with joints 229.24
Part depreciated with ties 4,359.56
Scrap value part depreciated with ties 1,176.50
Part depreciated with rail 5,330.84
Scrap value part depreciated with rail 960.17
Total $13,874.24
32 VALUATION—SOUTH CHICAGO CITY RAILWAY.
CLASS B-4.
UNIT PRICE ESTIMATE.
Estimate of Cost to Produce One Mile of Single Track.
6-in. girder rail, 75-lb., 30 ft. lengths, Atlas joints, bonded, on stone ballast.
Class B-4 has cinder ballast and no excavation; otherwise the same as Class
B-l.
Total cost to produce one mile of single track, class B-l. .$15,184.32
Rock ballast, 1,500 cu. yd., at $1.65 $2,475.00
Cinder ballast, 1,500 cu. yd., at 90 cents. . 1,350.00
Deduct $1,125.00
Excavation 1,320.00
Total deduction $2,445.00 2,445.00
$12,739.32
Organization, engineering, and incidentals, 15% 1,910,89
Total cost per mile $14,650.21
DEPRECIATION OF SIX-INCH GIRDER BONDED TRACK.
Depreciation of Track Due to Joints.
Same as for Class B-l.
Annual depreciation per mile due to joints $111.25
Annual depreciation in per cent of wearing value 5%
Depreciation of Track Due to Ties.
Class B-4 has cinder ballast, otherwise same as Class B-l.
Cost Scrap Wearing
New Value Value
Total values for Class B-l, cinder
ballast ..$5,939.00 $2,020.25 $3,918.75
Deduct for reclaiming, 25% 1,125.00 843.75 281.25
$4,814.00 $1,176.50 $3,637.50
Life of tie, 17.5 years.
$3,637.50
Annual depreciation per mile due to tie = $207.85
17.5
Annual depreciation in per cent of wearing value 5.7%
TRACK. 33
Depreciation of Track Due to Rail.
Same as for Class B-l.
Cost of parts depreciated with joints $ 2,454.10
Cost of parts depreciated with ties 4,814.00
Cost of parts depreciated with rail 5,471.22
$12,739.32
$2,454.10 = 19.3% of $12,739.32
$4,814.00 = 37.7% of $12,739.32
$5,471.22 = 43.0% of $12,739.32
Above percentages to be used to distribute to joints, ties
and rails the proper proportion of part of cost yet to be
depreciated.
Part Yet to be Depreciated.
Organization, engineering and incidentals, 15% $1,910.89
19.3% of $1,910.89 = amount to be depreciated with joints.$ 368.04
Actual wearing value of joints 2,224.86
Total value of joints to be depreciated 5% annually. .$2,592.90
5% of $2,592.90 = $129.64, annual depreciation.
37.7% of $1,910.89 — amount to be depreciated with ties. .$ 722.12
Actual wearing value of ties 3,637.50
Total value of ties to be depreciated 5.7% annually. .$4,359.62
5.7% of $4,359.62 = $248.50, annual depreciation.
Wearing value of rail, etc $4,511.05
43% of $1,910.89 = amount to be depreciated with rail. .. . 820.73
Total value of rail to be depreciated $5,331.78
Original depth of head of rail 68/64 in.
Depth of head when rail is scrap 40/64 in.
Wearing depth 28/64 in.
1/64 in. wear=l/28 of $5,331.78 = $190.42, which is the
amount of depreciation for each 1/64 in. wear.
Recapitulation.
Part depreciated with joints $ 2,592.90
Scrap value of part depreciated with joints 229.24
Part depreciated with ties 4,359.62
Scrap value of part depreciated with ties 1,176.50
Part depreciated with rail 5,331.78
Scrap value of part depreciated with rail 960.17v
Total $14,650.21
lM VALUATION—SOUTH CHICAGO CiTY RAILWAY.
CLASS C.
UNIT PRICE ESTIMATE.
Estimate of Cost to Produce One Mile of Single Track.
6-in. girder rail, 78-lb., 30 ft. lengths, splice plates, bonded on slag or stone
ballast.
Amount.
Unit Cost.
Total Cost.
Rail, 78 lb. per yard, delivered, tons. .
. 122.57
$41.00
$ 5,025.37
Hauling to street, tons
. 122.57
1.00
122.57
Excavation, cubic yards
.2,640
.50
1,320.00
Slag or stone ballast, cubic yards
.1,500
1.65
2,475.00
Ties, delivered
.2,640
.75
1,980.00
Tie rods
.1,056
.30
316.80
Tie plates
.2,640
.22
580.80
Fish plates and bolts, 60 lb. each, tons
9.44
42.25
398.84
Spikes for rails, kegs
. 30
4.10
123.00
Extra spikes for tie plates
. 10
4.10
41.00
Cross bonds
. 18
2.00
36.00
Bonds, 80c; labor, 45c
. 352
1.25
440.00
Track laying, feet
5,280
.35
1,848.00
$14,707.38
Organization, engineering and incidentals, 15%.
. 2,206.12
Total cost per mile
$16,913.50
TRACK.
85
DEPRECIATION OF SIX-INCH GIRDER BONDED TRACK.
Depreciation of Track Due to Joints.
Cost Scrap Wearing
New. Value. Value.
Bonds, 352 @ 25c $ 440.00 $ 88.00 $ 352.00
Fish plates, bolts 398.84
9.44 tons scrap at $11.00 103.84 295.00
Labor, making joints, lc per foot 52.80 52.80
Rail cut-off, 3% cost and hauling 154.44
3.54 tons scrap at $11.00 38.94 115.50
Labor, 5,280 ft, at 14c per foot 739.20 739.20
Placing rails, making joints
and spiking $0.09
Surfacing 02
Clearing str't and incidentals .03
$0.14
$1,785.28 $230.78 $1,554.50
Life of joint, 20 years.
$1,554.50
Annual depreciation per mile due to joint — $77.72
20
Annual depreciation in per cent of wearing value 5%
o
Depreciation of Track Due to Ties.
Cost Scrap Wearing
New. Value. Value.
Ties $1,980.00 $1,980.00
Tie rods 316.80
5.3 tons scrap @ $10.00 53.00 263.80
Tie plates 580.80
7.1 tons scrap @ $10.00 71.00 509.80
Slag ballast, deduct 25% for re¬
claiming 2,475.00 1,856.25 618.75
Labor, placing ballast, 5c per foot.. 264.00 264.00
Labor, placing ties, 3c per foot 158.40 158.40
Spikes 164.00
4 tons scrap @ $10.00 40.00 124.00
$5,939.00 $2,020.25 $3,918.75
Life of tie, 17.5 years.
$3,918.75
Annual depreciation per mile due to ties = $223.93
17.5
Annual depreciation in per cent of wearing value 5.7%
36 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Depreciation of Track Due to Rail.
Cost Scrap Wearing
New. Value. Value.
Rail, 97% of rail and hauling $4,993.50
97% of scrap, 114.49 tons @
$11.00 .$1,259.39
Less 5c for removal 256.08
$1,003.31 $1,003.31 $3,990.19
Labor, 12c per foot 633.60 633.60
Cross bonds, 18 at 50c 36.00 9.00 27.00
$5,663.10 $1,012.31 $4,650.79
Cost of parts depreciated with joints $ 1,785.28
Cost of parts depreciated with ties ; 5,939.00
Cost of parts depreciated with rail 5,663.10
Total cost of parts depreciated $13,387.38
$1,785.28 = 13.3% of $13,387.38
$5,939.00 = 44.4% of $13,387.38
$5,663.10 = 42.3% of $13,387.38 -
Above percentages to be used to distribute to joints,
ties, and rails the proper proportion of the part of
cost yet to be depreciated.
Part Yet to be Depreciated.
Organization, engineering and incidentals, 15% $2,206.12
13.3% of $2,206.12 = amount to be depreciated with joints.$ 293.43
Actual wearing value of joints 1,554.50
Total value of joints to be depreciated 5% annually. .$1,847.93
5% of $1,847.93 = $92.40, annual depreciation.
44.4% of $2,206.12 = amount to be depreciated with ties. .$ 979.52
Actual wearing value of ties 3,918.75
Total value of ties to be depreciated $4,898.27
5.71% of $4,898.27 — $279.70, annual depreciation.
42.3% of $2,206.12 = amount to be depreciated with rail. .$ 933.19
Actual wearing value of rail 4,650.79
Total value of rail to be depreciated. $5,583.98
Original depth of head 69/64 in.
Depth of head when rail is scrap 40/64 in.
Wearing depth < 29/64 in.
1/64 in. wear =1/29 of $5,583.98 = $192.55, which is de¬
preciation due to 1/64 in. wear.
TRACK.
37
Part Not Depreciated.
Excavation $1,320.00
Recapitulation.
Part depreciated with joints $ 1,847.91
Scrap value of part depreciated with joints 230.78
Part depreciated with ties 4,898.27
Scrap value of part depreciated with ties . 2,020.25
Part depreciated with rail 5,583.98
Scrap value of part depreciated with rail 1,012.31
Part not depreciated (excavation) 1,320.00
Total $16,913.50
33 VALUATION—SOUTH CHICAGO CITY RAILWAY.
CLASS C-l.
UNIT PRICE ESTIMATE.
Estimate of Cost to Produce One Mile of Single Track.
6-in. girder rail, 78-lb., 30 ft. long, Atlas joints, bonded on slag or stone
ballast
Class C-l has Atlas joints; otherwise same as Class C.
Total cost to produce one mile single track, Class C $14,707.38
Atlas joints and bolts, 60 lb. each, 9.44 tons @ $113.72
(add for Atlas joints) 674.76
$15,382.14
Organization, engineering and incidentals, 15% 2,307.32
Total cost per mile $17,689.46
TRACK.
39
DEPRECIATION OF SIX-INCH GIRDER BONDED TRACK.
Depreciation of Track Due to Joints.
Same as Class C, except add for Atlas joints.
Cost Scrap Wearing
New. Value. Value.
Class C, total $1,785.28 $230.78 $1,554.50
Add for Atlas joints 674.76 674.76
$2,460.04 $230.78 $2,229.26
Life of joint, 20 years.
$2,229.26
Annual depreciation per mile due to joints = $111.46
20
Annual depreciation in per cent of wearing value 5%
Depreciation of Track Due to Ties.
Same as Class C.
Annual depreciation per mile due to tie $223.93
Annual depreciation in per cent of wearing value 5.71%
Depreciation Due to Rail.
Same as Class C.
Cost of parts depreciated with joints $ 2,460.04
Cost of parts depreciated with ties 5,939.00
Cost of parts depreciated with rail 5,663.10
Total cost of parts depreciated $14,062.14
$2,460.04 = 17.5% of $14,062.14
$5,939.00 = 42.2% of $14,062.14
$5,663.10 = 40.3% of $14,062.14
Above percentages to be used to distribute to joints,
ties and rails the proper proportion of the part of
cost yet to be depreciated.
Part Yet to be Depreciated.
Organization, engineering and incidentals, 15% $2,307.32
17.5% of $2,307.32 = amount to be depreciated with joints.$ 403.78
Actual wearing value of joints 2,229.26
Total value of joints depreciated 5% annually $2,633.04
5% of $2,633.04 = $131.65, annual depreciation.
42.2% of $2,307.32 = amount to be depreciated with ties. .$ 973.69
Actual wearing value of ties 3,918.75
Total value of ties depreciated 5.71% annually $4,892.44'
40 VALUATION—SOUTH CHICAGO CITY RAILWAY.
5.71% of $4,892.44 = $279.36, annual depreciation.
Actual wearing value of rail $4,650.79
40.3% of $2,307.32 — amount depreciated with rail 929.85
Total value of rail to be depreciated $5,580.64
Original depth of head 69/64in.
Depth of head when rail is scrap 40/64 in.
Wearing depth 29/64 in.
1/64 in. wear—1/29 of $5,580.64 = $192.43, depreciation
due to each 1/64 in. wear.
Part Not Depreciated.
Excavation $1,320.00
Recapitulation.
Part depreciated with joints $ 2,633.04
Scrap value of part depreciated with joints 230.78
Part depreciated with ties 4,892.44
Scrap value of part depreciated with ties 2,020.25
Part depreciated with rail 5,580.64
Scrap value of part depreciated with rail 1,012.31
Part not depreciated (excavation) 1,320.00
Total $17,689.46
\
TRACK. 41
CLASS C-3.
i
UNIT PRICE ESTIMATE.
Estimate of Cost to Produce One Mile of Single Track.
6-in. girder rail, 78-lb., 30 ft. lengths, welded joints, on
stone ballast.
Amount.
Unit Cost.
Total Cost.
Rails, 78 lb. per yard, delivered, tons. .
. 122.57
$41.00
$ 5,025.37
Hauling rails to street, tons. . . .•
. 122.57
1.00
122.57
Excavation, cubic yards
.2,640
.50
1,320.00
Ballast, cubic yards
.1,500
1.65
2,475.00
Ties, delivered
.2,640
.75
1,980.00
Tie rods
.1,056
.30
316.80
Tie plates
.2,640
.22
580.80
Joints welded
. 352
4.25
1,496.00
Spikes for rail, kegs
. 30
4.10
123.00
Spikes for tie plates, kegs
. 10
4.10
41.00
Cross bonds
. 18
2.00
36.00
Track laying, feet
5,280
.35
1,848.00
$15,364.54
Organization, engineering and incidentals, 15%
. 2,304.68
Total cost per mile
.. $17,669.22
42 VALUATION—SOUTH CHICAGO CITY RAILWAY.
DEPRECIATION OF SIX-INCH GIRDER WELDED TRACK.
Depreciation of Track Due to Ties.
Cost Scrap Wearing
New. Value. Value.
Ties $1,980.00 $1,980.00
Tie rods 316.80
5.3 tons of scrap @ $10.00. $ 53.00 263.80
Tie plates 580.80
7.1 tons scrap @ $10.00 71.00 509.80
Rock ballast, deduct 25% for re¬
claiming 2,475.00 1,856.25 618.75
Labor, placing ballast, 5c per foot. .. 264.00 264.00
Labor, placing ties, 3c per foot 158.40 158.40
Spikes 164.00
4 tons scrap @ $10.00 40.00 124.00
$5,939.00 $2,020.25 $3,918.75
Life of tie, 17.5 years.
$3,918.75
Annual depreciation of substructure per mile. .. = $223.93
i7.5
Annual depreciation in per cent of wearing value 5.7%
Depreciation of Track Due to Rail.
Cost Scrap Wearing
New. Value. Value.
Rail $5,025.37
114.49 tons scrap @ $11.00. .$1,259.39
Less 5c per ft. removal 264.00
$995.30 $ 995.30 $4,029.98
Cross bonds 36.00
18 scrap bonds @ 50c 9.00 27.00
Labor, 5,280 feet @ 27c 1,425.60 1,425.60
Welds 1,496.00
15.7 tons scrap @ $11.00 172.70 1,323.30
Hauling 122.57 122.57
$8,105.54 $1,177.09 $6,928.45
Cost of parts depreciated with rail $ 8,105.54
Cost of parts depreciated with substructure 5,939.00
$14^044.54
$8,105.54 = 57.7% of $14,044.54
$5,939.00 = 42.3% of $14,044.54
The above percentages are to be used to distribute to
rails and substructure the proper proportion of the
parts of cost yet to be depreciated.
»
TRACK.
43
Part Yet to be Depreciated.
Organization, engineering and incidentals, 15% $2,304.68
42.3% of $2,304.68 — amount to be depreciated with sub¬
structure $ 974.88
Actual wearing value of substructure 3,918.75
Total value of substructure to be depreciated 5.7%
annually $4,893.63
5.7% of $4,893.63 = $278.93, annual depreciation.
Wearing value of rail $6,928.45
57w7% of $2,304.68 = amount to be depreciated with rail. . 1,329.80
Total value of rail to be depreciated $8,258.25
Original depth of head 69/64 in.
Depth of head when rail is scrap 40/64 in.
Wearing depth 29/64 in.
1/64 in. wear =1/29 of $8,258.25 = $284.76, which is the
amount of depreciation for each 1/64 in. wear of rail.
Part Not Depreciated.
Excavation $1,320.00
Recapitulation.
Parts depreciated with substructure $ 4,893.63
Scrap value of parts depreciated with substructure 2,020.25
Part depreciated with rail 8,258.25
Scrap value of parts depreciated with rail 1,177.09
Part not depreciated (excavation) 1,320.00
Total $17,669.22
«
44 VALUATION—SOUTH CHICAGO CITY RAILWAY.
CLASS D.
UNIT PRICE ESTIMATE.
Estimate of Cost to Produce One Mile of Single Track.
7-in. girder rail, 80-lb., 30 ft. lengths, bonded on stone ballast.
Amount.
Unit Price.
Total Cost.
Rail, 80 lb. per yard, delivered, tons. .
. 125.71
$41.00
$ 5,154.11
Hauling to street, tons
. 125.71
1.00
125.71
Excavation, cubic yards....
.2,785
.50
1,393.00
.Stone ballast, cubic yards
.1,500
1.65
2,475.00
Ties, delivered
. 2,640
.75
1,980.00
Tie rods
. 1,056
.30
316.80
Tie plates
. 2,640
.22
580.80
Fish plates and bolts, 60 lb. each, tons.
9.44
42.25
398.84
Spikes for rails, kegs
. 30
4.10
123.00
Spikes for tie plates, kegs
. 10
4.10
41.00
Cross bonds
. 18
2.00
36.00
Bonds, 80c; labor, 45c
. 352
1.25
440.00
Track laying, feet
5,280
.35
1,848.00
$14,912.26
Organization, engineering and incidentals, 15%
2,236.80
Total cost per mile
.$17,149.06
TRACK.
45
DEPRECIATION OF SEVEN-INCH GIRDER BONDED
TRACK.
Depreciation of Track Due to Joints.
Cost Scrap Wearing
New. Value. Value.
Bonds, 352 @ 25c $ 440.00 $ 88.00 $ 352.00
Fish plates and bolts 398.84
9.44 tons scrap @ $11.00 103.84 295.00
Labor making joints, lc per foot 52.80 52.80
Rail cut-off, 3%, cost and hauling 158.40
3.69 tons scrap @ $11.00 40.59 117.81
Labor, 5,280 feet at 14c 739.20 739.20
Placing rails, making joints
and spiking $0.09
Surfacing 02
Cleaning street and inci¬
dentals 03
$0.14
$1,789.24 $232.43 $1,556.81
Life of joint, 20 years.
$1,556.81
Annual depreciation per mile due to joint — $77.84
20
Annual depreciation in per cent of wearing value 5%
Depreciation of Track Due to Ties.
Cost Scrap Wearing
New. Value. Value.
Ties -.$1,980.00 $1,980.00
Tie rods 316.80
5.3 tons scrap @ $10.00 $ 53.00 263.80
Tie plates 580.80
7.1 tons scrap @ $10.00 71.00 509.80
Slag ballast, deduct 25% for re¬
claiming 2,475.00 1,856.25 618.75
Labor, placing ballast, 5c per foot.. . 264.00 264.00
Labor, placing ties, 3c per foot 158.40 158.40
Spikes 164.00
4 tons scrap at $10.00 40.00 124.00
$5,939.00 $2,020.25 $3,918.75
Life of tie, 17.5 years.
$3,918.75
Annual depreciation per mile due to tie — $223.93
17.5
Annual depreciation in per cent of wearing value 5.7%
46 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Depreciation of Track Due to Rail.
Cost Scrap Wearing
New. Value. Value.
Rail, 97% of rail and hauling $5,121.43
97% of scrap, 119.5 tons @
$11.00 $1,314.50
Less 5c per foot for re¬
moval 256.08
$1,058.42 $1,058.42 $4,063.01
Cross bonds 36.00
18 scrap bonds @ 50c 9.00 27.00
Labor (not yet depreciated) 633.60 633.60
$5,791.03 $1,067.42 $4,723.61
Cost of parts depreciated with joints $ 1,789.24
Cost of parts depreciated with ties 5,939.00
Cost of parts depreciated with rail 5,791.03
Total cost of parts depreciated $13,519.27
$1,789.24 = 13.2% of $13,519.27
$5,939.00 = 43.9% of $13,519.27
$5,791.00 = 42.9% of $13,519.27
Above percentage to be used to distribute to joints,
ties and rails the proper proportion of part of cost
yet to be depreciated.
Part Yet to be Depreciated.
Organization, engineering and incidentals, 15% $2,236.80
13.2% of $2,236.80 = amount to be depreciated with joints.$ 295.25
Actual wearing value of joints 1,556.81
Total value of joints to be depreciated 5% annually. . .$1,852.06
5% of $1,852.06 = $92.60, annual depreciation.
43.9% of $2,236.80 = amount to be depreciated with ties. .$ 981.96
Actual wearing value of ties 3,918.75
Total value of ties to be depreciated 5.7% annually.. .$4,900.71
5.7% of $4,900.71 = $279.34, annual depreciation.
Wearing value of rail, etc $4,723.61
42.9% of $2,236.80 = amount to be depreciated with rail. . 959.59
Total value of rail to be depreciated $5,683.20
Original Scrap Wearing
Depth Head. Depth. Depth.
Penn rail section, 80-91. . 66/64 in. 40/64 in. 26/64 in.
Wharton rail 72/64 in. 40/64 in. 32/64 in.
TRACK.
47
1/26 of .$5,683.20 = $218,59, which is amount of deprecia¬
tion for each 1/64 in. of wear (Penn 80-91).
1/26 of $5,683.20 = $218.59, which is amount of deprecia¬
tion for each 1/64 in, of wear (Wharton rail).
Part Not Depreciated.
Excavation $1,393.00
Recapitulation.
Part depreciated with joints $ 1,852.06
Scrap value of part depreciated with joints 232.43
Part depreciated with ties 4,900.71
Scrap value of part depreciated with ties 2,020.25
Part depreciated with rail 5,683.20
Scrap value of part depreciated with rail 1,067.42
Part not depreciated (excavation) 1,393.00
$17,149.07
48 VALUATION—SOUTH CHICAGO CITY RAILWAY.
CLASS D-3.
UNIT PRICE ESTIMATE.
Estimate of Cost to Produce One Mile of Single Track.
Same as Class D, except has concrete and expanded metal base instead of
ballast.
Cost to produce one mile of single track, Class D $14,912.26
Difference in cost between concrete and ballast =
$6.00 —$1.65 ==$4.35.
1,500 yards @ $4.35 6,525.00
$21,437.26
Organization, engineering and incidentals, 15% 3,215.58
$24,652.84
DEPRECIATION OF SEVEN-INCH GIRDER BONDED
TRACK.
Depreciation of Track Due to Joints.
Same as. Class D.
Annual depreciation per mile due to joints $77.84
Annual depreciation in per cent of wearing value 5%
Depreciation of Track Due to Ties.
Cost Scrap Wearing
New. Value. Value.
Values for Class D $5,939.00 $2,020.25 $3,918.75
Add for concrete and expanded metal
base 6,525.00 4,893.75 1,631.25
$12,464.00 $6,914.00 $5,550.00
Life of tie, 20 years.
$5,550.00
Annual depreciation per mile due to tie = $227.50
20
Annual depreciation in per cent of wearing value 5%
Depreciation of Track Due to Rail.
Same as Class D.
Cost of parts depreciated with joints $ 1,789.24
Cost of parts depreciated with ties 12,464.00
Cost of parts depreciated with rail 5,791.02
Total cost of parts depreciated $20,044.26
$1,789.24 = 8.9% of $20,044.26
$12,464.00 = 62.1 % of $20,044.26
$5,791.02 = 29 % of $20,044.26
Above percentages to be used to distribute to joints,
ties and rails the proper proportion of part of cost
yet to be depreciated.
TRACK. 49
Part Yet to be Depreciated.
Organization, engineering and incidentals, 15% $3,215.58
8.9% of $3,215.58 = amount to be depreciated with joints. .$ 286.19
Wearing value of joints 1,556.81
Total value of joints depreciated 5% annually $1,843.00
5% of $1,843.00 = $92.15, annual depreciation.
62.1% of $3,215.58 = amount to be depreciated with ties. .$1,996.87
Wearing value of ties 5,550.00
Total value of ties depreciated 5% annually. $7,546.87
5% of $7,546.87 = $377.34, annual depreciation.
Wearing value of rail -. $4,723.61
29% of $3,215.58 = amount to be depreciated with rail.. 932.52
Total value of rail depreciated $5,656.13
1/32 of $5,656.13 = $176.75, which is amount of depreciation due
to each 1/64 in. wear.
Part Not Depreciated.
Excavation $1,393.00
Recapitulation.
Part depreciated with joints $ 1,843.00
Scrap value of part depreciated with joints 232.43
Part depreciated with ties... .* 7,546.87
Scrap value of part depreciated with ties 6,914.00
Part depreciated with rail 5,656.13
Scrap value of part depreciated with rail ' 1,067.42
Part not depreciated (excavation) 1,393.00
Total
$24,652.85
50 VALUATION—SOUTH CHICAGO CITY RAILWAY.
CLASS D-4.
UNIT PRICE ESTIMATE.
Estimate of Cost to Produce One Mile of Single Track.
7-in. girder rail, 80-lb., 30 ft lengths, no bonding or welding, stone ballast.
Amount.
Unit Price.
Total Cost.
Rails, 80 lb. per yard, delivered, tons. .
. 125.71
$41,00
$ 5,154.11
Hauling to street, tons
. 125.71
1.00
125.71
Excavation, cubic yards
.2,786
.50
1,393.00
Stone ballast, cubic yards
.1,500
1.65
2,475.00
Ties, delivered
. 2,640
.75
1,980.00
Tie rods
.1,056
.30
316.80
Fish plates and bolts, 60 lb. each, tons.
9.44
42.25
398.84
Spikes for rails, kegs
. 30
4.10
123.00
Track laying, feet
5,280
.35
1,848.00
•
$13,814.46
Organization, engineering and incidentals, 15%
2,072.17
Total cost per mile
. $15,886.63
TRACK.
51
DEPRECIATION OF SEVEN-INCH GIRDER TRACK.
Depreciation of Track Due to Joints.
Cost Scrap Wearing
New. Value. Value.
Fish plates and bolts $ 398.84
9.44 tons scrap @ $11.00 $103.84 $ 295.00
Labor, making joints, lc per foot 52.80 * 52.80
Rail cut-off, 3%, cost and hauling. . . . 158.40
3.69 tons scrap @ $11.00 40.59 117.81
Labor, 5,280 feet, @ 14c 739.20 739.20
Placing rails, making joints
and spiking $0.09
Surfacing 02
Cleaning street and inci-
cidentals 03
$0.14
$1,349.24 $144.43 $1,204.81
Life of joint, 20 years.
$1,204.81
Annual depreciation per mile due to joint = $60.24
20
Annual depreciation in per cent of wearing value 5
%
Depreciation of Track Due to Ties.
Cost Scrap Wearing
New. Value. Value.
Ties $1,980.00 $1,980.00
Tie rods 316.80
5.3 tons scrap @ $10.00 $ 53.00 263.80
Slag ballast, deduct 25% for re¬
claiming 2,475.00 1,856.25 618.75
Labor, placing ballast, 5c per foot... 264.00 264.00
Labor, placing ties, 3c per foot 158.40 158.40
Spikes 123.00
3 tons scrap @ $10.00 30.00 93.00
$5,317.20 $1,939.25 $3,377.95
Life of tie, 17.5 years.
$3,377.95
Annual depreciation per mile due to tie . . = $193.02
17.5
Annual depreciation in per cent of wearing value 5.7%
52 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Depreciation of Track Due to Rail.
Cost Scrap Wearing
New. Value. Value.
97% of rail and hauling $5,121.42
97% of scrap, 119.5 tons @
$11.00 $1,314.50
Less 5c per ft. for removal. 256.08
$1,058.42 $1,058.42 $4,063.00
Labor (not yet depreciated) 633.60 633.60
$5,755.02 $1,058.42 $4,696.60
Cost of parts depreciated with joints $ 1,349.24
Cost of parts depreciated with ties 5,317.20
Cost of parts depreciated with rail 5,755.02
Total cost of parts depreciated $12,421.46
$1,349.24 = 10.9% of $12,421.46
$5,317.20 = 42.8% of $12,421.46
$5,755.02 = 46.3% of $12,421.46
Above percentages to be used to distribute to joints,
ties and rails the proper proportion of part of cost
yet to be depreciated.
Part Yet to be Depreciated.
Organization, engineering and incidentals, 15% $2,072.17
10.9% of $2,072.17 — amount to be depreciated with joints.$ 225.87
Actual wearing value of joints 1,204.81
Total value of joints to be depreciated 5% annually. .$1,430.68
5% of $1,430.68 = $71.53, annual depreciation.
42.8% of $2,072.17 = amount to be depreciated with ties. .$ 886.89
Actual wearing value of ties 3,377.95
Total value of ties to be depreciated 5.7% annually.. .$4,264.84
5.7% of $4,264.84 = $243.10, annual depreciation.
Wearing value of rail, etc $4,696.60
46.3% of $2,072.17 = amount to be depreciated with rail. . 959.41
Total value of rail to be depreciated $5,656.01
Original Scrap Wearing
Depth Head. Depth. Depth.
Penn. Rail, 80-91 66/64 in. 40/64 in. 26/64 in.
Wharton Rail 72/64 in. 40/64 in. 32/64 in.
1/26 of $5,656.01 = $217.54, amount of depreciation for
each 1/64 in. wear (Penn., 80-91).
TRACK.
53
1/32 of $5,656.01 =$176.75, amount of depreciation for
each 1/64 in. wear (Wharton rail).
Part Not Depreciated.
Excavation $1,393.00
Recapitulation.
Part depreciated with joints $ 1,430.68
Scrap value of parts depreciated with joints 144.43
Part depreciated with ties'. 4,264.84
Scrap value of part depreciated with ties 1,939.25
Part depreciated with rail « 5,656,01
Scrap value of part depreciated with rail 1,058.42
Part not depreciated (excavation) 1,393.00
Total $15,886.63
54 VALUATION—SOUTH CHICAGO CITY RAILWAY.
CLASS E-l.
UNIT PRICE ESTIMATE.
Estimate of Cost to Produce One Mile of Single Track.
7 A-in. girder rail, 85-lb., 60 ft. lengths, welded joints
on stone
ballast.
Amount.
Unit Price.
Total Cost.
Steel rails, delivered, tons....
133.57
$41.00
$ 5,476.37
Hauling rails to street, tons. . .
133.57
1.00
133.57
Ballast, cubic yards
1,500
1.65
2,475.00
Excavation, cubic yards
2,786
.50
1,393.00
Ties, delivered
2,640
.75
1,980.00
Tie rods
1,056
.30
316.80
Tie plates
2,640
.22
520.80
Joints welded
176
.50
792.00
Spikes for rails, kegs
30
4.10
123.00
Spikes for tie plates, kegs. . . .
10
4.10
41.00
Cross bonds
18
2.00
36.00
Track laying, feet
.5,280
.35
1,848.00
$15,195.54
Organization, engineering and
incidentals, 15%.
. 2,279.33
Total cost per mile
$17,474.87
TRACK.
55
DEPRECIATION OF SEVEN AND THREE-SIXTEENTHS-
INCH GIRDER WELDED TRACK.
Depreciation of Track Due to Ties.
Cost Scrap Wearing
New. Value. Value.
Ties ...". $1,980.00 $1,980.00
Tie rods 316.80
5.3 tons scrap @ $10.00 $ 53.00 263.80
Tie plates . 580.80
7.1 tons scrap @ $10.00 71.00 509.80
Rock ballast, deduct 25% for re¬
claiming 2,475.00 1,856.25 618.75
Labor, placing ballast, 5c per foot. . . 264.00 264.00
Labor, placing ties, 5c per foot 158.40 158.40
Spikes 164.00
4 tons scrap @ $10.00 40.00 124.00
$5,939.00 $2,020.25 $3,918.75
Life of tie, 17.5 years.
$3,918.75
Annual depreciation per mile due to substructure — = $223.93
17.5
Annual depreciation in per cent of wearing value . 5.71%
Depreciation of Track Due to Rail.
Cost Scrap Wearing
New. Value. Value.
Rail $5,476.37
133.57 tons @ $11.00. ..... .$1,400.21
Less 5c per ft. for removal. 264.00
$1,136.21 $1,136.21 $4,340.16
Cross bonds.. 36.00
18 scrap bonds @ 50c 9.00 27.00
Labor, 5,280 feet at 27c 1,425.60 1,425.60
Welds 792.00
17.2 tons scrap @ $11.00 189.20 602.80
Hauling 133.57 133.57
$7,863.54 $1,334.41 $6,429.13
Cost of parts depreciated with rail $ 7,863.54
Cost of parts depreciated with substructure 5,939.00
Total cost of parts depreciated $13,802-54
$7,863.54 = 57% of $13,802.54
$5,939.00 = 43% of $13,802.54
The above percentages are to be used to distribute to
rail and substructure the proper proportion of the
part yet to be depreciated,
56 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Part Yet to be Depreciated.
Organization, engineering and incidentals, 15% $2,279.33
43% of $2,279.33 — amount to be depreciated with sub¬
structure $ 980.11
Actual wearing value of substructure 3,918.75
Total value of subst'eture to be depreciated 5.7% ann. $4,898.86
5.71% of $4,898.86 — $279.23, annual depreciation.
Wearing value of rail $6,529.13
57% of $2,279.33 = amount to be depreciated with rail.... 1,299.22
Total value of rail to be depreciated $7,828.35
Original depth of head of rail 77/64 in.
Depth of head when rail is scrap 40/64 in.
Wearing depth 37/64 in.
1/37 of $7,828.35 — $211.75, which is the amount depre¬
ciated for 1/64 in. wear.
Recapitulation;
Parts depreciated with substructure $ 4,898.86
Scrap value of parts depreciated with substructure 2,020.25
Part depreciated with rail 7,828.35
Scrap value of parts depreciated with rail 1,334.41
Part not depreciated (excavation) 1,393.00
Total $17,474.87
i
TRACK.
57
CLASS E-5.
UNIT PRICE ESTIMATE.
Estimate of Cost to Produce One Mile of Single Track.
7fV-in. girder rail, 85-lb., 30 ft. lengths, bonded on slag ballast.
Amount.
Unit Price.
Total Cost.
Rail, 85 lb. per yard, delivered, tons.. .
. 133.57
$41.00
$ 5,476.37
Hauling to street
. 133.57
1.00
133.57
Excavation, cubic yards
.2,786
.50
1,393.00
Slag ballast, cubic yards
.1,500
1.65
2,475.00
Ties, delivered
.2,640
.75
1,980.00
Tie rods
.1,056
.30
316.80
Tie plates
.2,640
.22
580.80
Fish plates, bolts, 60 lb. each, tons. . . .
9.44
42.25
398.84
Spikes for rails, kegs
. 30
4.10
123.00
Spikes for tie plates, kegs
. 10
4.10
41.00
Cross bonds
. 18
2.00
36.00
Bonds, 80c; labor, 45c
. 352
1.25
440.00
Track laying, feet
5,280
.35
1,848.00
$15,242.38
Organization, engineering and incidentals, 15%.
2,286.36
Total cost per mile
$17,528.74
58
TRACK.
DEPRECIATION OF SEVEN AND THREE-SIXTEENTHS-
INCH GIRDER BONDED TRACK.
Depreciation of Track Due to Joints.
Bonds, 352
Fish plates
9.44 tons scrap @ $11.00
Rail cut-off, 3%, cost and hauling. . . .
3.81 tons scrap @ $11.00
Labor, 5,280 feet @ 14c
Placing rails, making joints
and spiking $0.09
Surfacing 02
Cleaning street and inci¬
dentals 03
Cost
Scrap
Wearing
New.
Value.
Value.
440.00
$ 88.00
$ 352.00
398.84
103.84
295.00
52.80
52.80
168.30
41.91
126.39
739.20
739.20
$0.14
$1,799.14 $233.75 $1,565.39
Life of joint, 20 years.
$1,565.39
Annual depreciation per mile due to joint = $78.26
20
Annual depreciation per cent of wearing value 5%
Depreciation of Track Due to Ties.
Same as Class E.
Annual depreciation per mile due to tie $223.93
Annual depreciation in per cent wearing value. . . . 5.71%
Depreciation of Track Due to Rail.
Cost Scrap Wearing
New. Value. Value.
Cost of 97% of rail and hauling $5,441.64
97% scrap, 123.27 tons @
$11.00 $1,355.97
Less 5c per ft. for removal. 256.08
$1,099.89 $1,099.89 $4,341.75
Labor, 12c per foot 633.60 633.60
Cross bonds 36.00
18 scrap bonds @ 50c 9.00 27.00
$6,111.24 $1,103.39 $5,002.35
VALUATION—SOUTH CHICAGO CITY RAILWAY.
59
Cost of parts depreciated with joints $ 1,799.14
Cost of parts depreciated with ties 5,939.00
Cost of parts depreciated with rail 6,111.24
Total cost of parts depreciated $13,849.38
$1,799.14 = 12.9% of $13,849.38
$5,939.00 = 43.0% of $13,849.38
$6,111.24 = 44.1% of $13,849.38
The above percentages to be used to distribute to
joints, ties and rails the proper proportion of part
of cost yet to be depreciated.
Part Yet to be Depreciated.
Organization, engineering and incidentals, 15% $2,286.36
12.9% of $2,286.36 = amount to be depreciated with joints.$ 294.94
Wearing value of joints 1,565.39
Total value of joints to be depreciated 5% annually. . .$1,860.33
5% of $1,860.33 = $93.02, annual depreciation.
43.3% of $2,286.36 = amount to be depreciated with ties. . .$ 983.13
Wearing value of ties 3,918.75
Total value of ties to be depreciated 5.71% annually. .$4,901.88
5.71% of $4,901.88 = $279.90, annual depreciation.
Wearing value of rail $5,002.35
44.1% of $2,286.36 = amount to be depreciated with rail.. . 1,008.29
Total value of rail to be depreciated $6,010.64
Original depth of head 77/64 in. •
Depth when rail is scrap 40/64 in.
Wearing depth 37/64 in.
1/37. of $6,010.64 = $162.45, which is depreciation due to
1/64 in. wear.
Recapitulation.
Part depreciated with joints $ 1,860.33
Scrap value of part depreciated with joints 233.75
Part depreciated with ties 4,901.88
Scrap value of part depreciated with ties 2,020.25
Part depreciated with rail 6,010.64
Scrap value of part depreciated with rail 1,108.89
Part not depreciated (excavation) 1,393.00
$17,528.74
60 VALUATION—SOUTH CHICAGO CITY RAILWAY.
CLASS 1-B.
UNIT PRICE ESTIMATE.
Estimate of Ccst to Produce One Mile of Single Track.
6-in. girder rail, 75-lb., 30 ft. lengths, bonded on slag or stone ballast, the
same as Class B less excavation.
Total cost to produce one mile of single track, Class B—$14,509.56
Less excavation.. 1,320.00
$13,189.56
Organization, engineering and incidentals, 15% 1,978.43
$15,167.99
DEPRECIATION OF SIX-INCH GIRDER BONDED TRACK.
Depreciation of Track Due to Joints.
Same as Class B.
Annual depreciation per mile due to joints $77.50
Annual depreciation in per cent of wearing value 5%
Depreciation of Track Due to Ties.
Same as Class B.
Annual depreciation per mile due to ties $223.93
Annual depreciation in per cent of wearing value 5.7%
Depreciation of Track Due to Rail.
Same as Class B."
Cost of parts depreciated with joints $ 1,779.34
Cost of parts depreciated with ties 5,939.00
Cost of parts depreciated with rail 5,471.22
Total cost of parts depreciated $13,189.56
$1,779.34 = 13.5% of $13,189.56
$5,939.00 = 45.0% of $13,189.56
$5,471.22 = 41.5% of $13,189.56
Above percentages to be used to distribute to joints,
ties and rails the proper proportion of that part of
the cost yet to be depreciated.
Part Yet to be Depreciated.
Organization, engineering and incidentals, 15% $1,978.43
13.5% of $1,978.43 — amount to be depreciated with joints.$ 267.09
Wearing value of joints 1,550.10
Total value of joints to be depreciated 5% annually. . .$1,817.19
TRACK. 61
5% of $1,817.19 = $90.85, annual depreciation.
45% of $1,978.43 = amount to be depreciated with ties. . . .$ 890.29
Wearing value of ties 3,918.75
Total value of ties to be depreciated 5.7% annually. . .$4,809.04
5.7% of $4,809.04 = $274.11, annual depreciation.
Wearing value of rail $4,511.05
41.5% of $1,978.43 = amount to be depreciated with rail. . 821.05
Total value of rail depreciated $5,332.10
1/28 of $5,332.10 = $190.43, which is amount of depre¬
ciation for each 1/64 in. of wear.
Recapitulation.
Part depreciated with joints '....$ 1,817.19
Scrap value of part depreciated with joints 229.24
Part depreciated with ties 4,809.04
Scrap value of part depreciated with ties 2,020.25
Part depreciated with rail 5,332.10
Scrap value of part depreciated with rail 960.17
Total $15,167.99
62 VALUATION—SOUTH CHICAGO CITY RAILWAY.
CLASS 2-B.
UNIT PRICE ESTIMATE.
Estimate of Cost to Produce One Mile of Single Track.
6-in. girder rail, 75-lb., 30 ft. lengths, bonded on stone and slag ballast.
Class 2-B is same as Class B minus all brace tie plates.
Total cost to produce one mile of single track, Class B. . .$14,509.56
Deduct for tie plates and spikes 621.80
$13,887.76
Organization, engineering and incidentals, 15%. 2,083.17
Total cost per mile $15,970.93
DEPRECIATION OF SIX-INCH GIRDER BONDED TRACK.
Depreciation of Track Due to Joints.
Same as Class B.
Annual depreciation per mile same as Class B $77.50
Annual depreciation in per cent of wearing value 5%
Depreciation of Track Due to Ties.
Same as Class B minus tie plates and spikes.
Cost Scrap Wearing
New. Value. Value.
Class B, total $5,939.00 $2,020.25 $3,918.75
Deduct for tie plates and spikes.... 621.80 81.00 540.80
$5,317.20 $1,939.25 $3,377.95
Life of tie, 17 years.
$3,377.95
Annual depreciation per mile due to ties = $193.03
17.5
Annual depreciation in per cent of wearing value 5.7%
Depreciation of Track Due to Rail.
Same as Class B.
Cost of parts depreciated with joints $ 1,779.34
Cost of parts depreciated with ties 5,317.20
Cost of parts depreciated with rail 5,471.22
Total cost of parts depreciated $12,567.76
$1,779.34= 14.1% of $12,567.76
$5,317.20 = 42.4% of $12,567.76
$5,471.22 = 43.5% of $12,567.76
The above percentages to be used to distribute to
joints, ties, and rails the proper proportion of the
part of cost yet to be depreciated.
TRACK.
68
Part Yet to be Depreciated.
Organization, engineering and incidentals, 15% $2,083.17
14.1% of $2,083.17 = amount to be depreciated with joints.$ 293.73
Actual wearing value of joints 1,550.10
Total value of joints to be depreciated 5% annually.. .$1,843.83
5% of $1,843.83 = $92.19, annual depreciation.
42.4% of $2,083.17 = amount to be depreciated with ties. .$ 883.26
Actual wearing value of ties 3,377.95
Total value of ties to be depreciated 5.7% annually.. .$4,261.21
5.7% of $4,261.21 = $242.89, annual depreciation.
Wearing value of rail $4,511.05
43.5% of $2,083.17 = amount to be depreciated with rail... 906.18
Total value of rail to be depreciated $5,417.23
1/28 of $5,417.23 = $193.47, which is amount of deprecia¬
tion for each 1/64 in. wear.
Recapitulation.
Part depreciated with joints $ 1,843.83
Scrap value of part depreciated with joints 229.24
Part depreciated with ties 4,261.21
Scrap value of part depreciated with ties 1,939.25
Part depreciated with rail 5,417.23
Scrap value of part depreciated with rail 960.17
Part not depreciated (excavation) 1,320.00
Total $15,970.93
64 VALUATION—SOUTH CHICAGO CITY RAILWAY.
CLASS 3-B.
UNIT PRICE ESTIMATE.
Estimate of Cost to Produce One Mile of Single Track.
6-in. girder rail, 75-lb., 30 ft. lengths, bonded on stone and slag ballast.
Class 3-B same as Class B less 2/3 of tie plates and spikes.
Total cost to produce one mile of single track, Class B. . .$14,509.56
Cost of 2/3 tie plates and spikes 414.53
$14,095.03
Organization, engineering and incidentals, 15% 2.114.25
Total cost per mile $16,209.28
DEPRECIATION OF SIX-INCH GIRDER BONDED TRACK.
Depreciation of Track Due to Joints.
Same as for Class B.
Annual depreciation per mile due to joints $77.50
Annual depreciation in per cent of wearing value 5%
Depreciation of Track Due to Ties.
Same as Class B less 2/3 of tie plates and spikes.
Cost Scrap Wearing
New. Value. Value.
Total value for Class B $5,939.00 $2,020.25 $3,918.75
Cost of 2/3 value of tie plates and
spikes 414.53 54.00 360.53
$5,524.47 $1,966.25 $3,558.22
Life of tie, 17.5 years.
$3,558.22
Annual depreciation per mile due to ties = $209.04
i7.5
Annual depreciation in per cent of wearing value 5.7%
Depreciation of Track Due to Rail.
Same as Class B.
Cost of part depreciated with joints $ 1,779.34
Cost of part depreciated with ties. 5,524.47
Cost of part depreciated with rail 5,471.22
Total cost of part depreciated $12,775.03
TRACK.
66
$1,779.34= 13.9% of $12,775.03
$5,524.47 = 43.37c of $12,775.03
$5,471.22 = 42.8% of $12,775.03
Above percentages to be used to distribute to joints,
ties and rails the proper proportion of part of cost
yet to be depreciated.
Part Yet to be Depreciated.
Organization, engineering and incidentals, 15% $2,114.25
13.9% of $2,114.25 = amount to be depreciated with joints $ 293.38
Actual wearing value of joints 1,550.10
Total value of joints to be depreciated 5% annually.. .$1,843.98
5% of $1,843.98 = $92.20, annual depreciation.
43.3% of $2,114.25 = amount to be depreciated with ties. .$ 915.47
Actual wearing value of ties 3,558.22
Total value of ties to be depreciated 5.7% annually.. .$4,473.69
5.7% of $4,473.69 = $255.00, annual depreciation.
Wearing value of rail, etc $4,511.05
42.8% of $2,114.25 = amount to be depreciated with rail. . 904.90
Total value of rail to be depreciated $5,415.95
Wearing depth same as for Class B.
1/28 of $5,415.95 = $193.43, which is the amount to be de¬
preciated for each 1/64 in. wear.
Recapitulation.
Part depreciated with joints $ 1,843.98
Scrap value of part depreciated with joints 229.24
Part depreciated with ties 4,473.69
Scrap value of part depreciated with ties 1,966.25
Part depreciated with rail 5,415.95
Scrap value of part depreciated with rail 960.17
Part not depreciated (excavation) 1,320.00
Total $16,209.28
66 VALUATION—SOUTH CHICAGO CITY RAILWAY.
CLASS 4-B.
UNIT PRICE ESTIMATE.
Estimate of Cost to Produce One Mile of Single Track.
6-in. girder rail, 75-lb., 30 ft. lengths, bonded on stone and slag ballast.
Class 4-B is the same as Class 3-B minus excavation.
Total cost to produce one mile single track, Class 3-B... .$14,095.03
Deduct excavation 1,320.00
$12,775.03
Organization, engineering and incidentals, 15% 1,916.25
Total cost per mile $14,691.28
DEPRECIATION OF SIX-INCH GIRDER BONDED TRACK.
Depreciation and percentages due to joints, ties and rails are the
same as for Class 3-B.
Part Yet to be Depreciated.
Organization, engineering and incidentals, 15% $1,916.25
13.9% of $1,916.25 — amount to be depreciated with joints.$ 266.36
Actual wearing value of joints. 1,550.10
Total value of joints to be depreciated 5% annually.. .$1,816.46
5% of $1,816.46 = $90.82, annual depreciation.
43.3% of $1,916.25 = amount to be depreciated with ties. .$ 829.74
Actual wearing value of ties 3,558.22
Total value of ties to be depreciated 5.7% annually. . .$4,387.96
5.7% of $4,387.96 — $250.11, annual depreciation.
Wearing value of rail $4,511.05
42.8% of $1,916.25 — amount to be depreciated with rail. . 820.15
Total value of rail to be depreciated $5,331.20
Wearing depth = 28/64 in.
1 /28 of $5,331.20 = $190.39, which is the amount to be de¬
preciated for each 1/64 in. of wear.
Recapitulation.
Part depreciated with joints $ 1,816.46
Scrap value of part depreciated with joints 229.24
Part depreciated with ties. 4,387.96
Scrap value of part depreciated with ties 1,966.25
Part depreciated with rail 5,331.20
Scrap value of part depreciated with rail 960.17
Total .' .$14,691.28
TRACK. 67
CLASS 5-B.
UNIT PRICE ESTIMATE.
Estimate of Cost to Produce One Mile of Single Track.
6 in. girder rail, 75 lb., 30 ft. lengths, bonded on stone and slag ballast.
Class 5-B is the same as Class B less excavation, tie plates, and spikes.
Total cost to produce one mile single track, Class B $14,509.56
Deduct for tie plates, spikes and excavation 1,941.80
$12,567.76
Organization, engineering and incidentals, 15% 1,885.17
Total cost per mile $14,452.93
DEPRECIATION OF SIX-INCH GIRDER BONDED TRACK.
Depreciation of Track Due to Joints
Same as for Class B.
Annual depreciation per mile due to joints $77.50
Annual depreciation in per cent of wearing value . 5%
Depreciation of Track Due to Ties.
Class 5-B has no tie plates and spikes,, otherwise same as
Class B. Cost Scrap Wearing
New. Value. Value.
Total for Class B $5,939.00 $2,020.25 $3,918.75
Deduct for tie, plates, etc 621.80 81.00 540.80
$5,317.20 $1,939.25 $3,377.95
Life of tie, 17.5 years.
$3,377.95
Annual depreciation per mile due to ties = $193.03
17.5
Annual depreciation in per cent of wearing value 5.7%
Depreciation of Track Due to Rail.
Same as Class B.
Cost of parts depreciated with joints $ 1,779,34
Cost of parts depreciated with ties 5,317.20
Cost of parts depreciated with rail 5,471.22
Total cost of parts depreciated $12,567.76
$1,779.34=14.1% of $12,567.76
$5,317.20 = 42.4% of $12,567.76
$5,471.22 = 43.5% of $12,567.76
Above percentages used to distribute to joints, ties, and
rails the proper proportion of part yet to be depre¬
ciated.
' ' • ' ■ I 1 - ' | '"f ''"pr !;>•']] ! • 1.1
68 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Part Yet to be Depreciated.
Organization, engineering and incidentals, 15% $1,885.17
14.1% of $1,885.17 — amount to be depreciated with joints.$ 265.81
Actual wearing value of joints 1,550.10
Total value of joints to be depreciated 5% annually. . .$1,815.91
5% of $1,815.91 = $90.80, annual depreciation.
42.4% of $1,885.17 = amount to be depreciated with ties. .$ 799.31
Actual wearing value of ties 3,377.95
Total value of ties to be depreciated 5.7% annually.. .$4,177.26
5.7% of $4,177.26 = $238.10, annual depreciation.
Wearing value of rail $4,511.05
43.5% of $1,885.17 = amount to be depreciated with rail, . . 820.05
Total value to be depreciated $5,331.10
Wearing depth same as Class B = 28/64 in.
1/28 of $5,331.10 = $190.40, which is amount of deprecia¬
tion for each 1/64 in. of wear.
Recapitulation.
Part depreciated with joints $ 1,815.91
Scrap value of part depreciated with joints. 229.24
Part depreciated with ties 4,177.26
Scrap value of part depreciated with ties . . 1,939.25
Part depreciated with rail 5,331.10
Scrap value of part depreciated with rail. 960.17
Total $14,452.93
TRACK.
69
CLASS 7-B.
UNIT PRICE ESTIMATE.
Estimate of Cost to Produce One Mile of Single Track.
6 in. girder rail, 75 lb., 30 ft. lengths, bonded on stone and slag ballast, same
as Class B, except number and kind of tie plates, and minus all excava¬
tion minus one-third double brace tie plates.
Total to produce one mile of single track, Class B $14,509.56
Deduct for 880 tie plates @ 38c $ 334.40
Deduct for 1/3 spikes (1/3 of $41.00).... 13.67
$ 348.07
Tie plates and spikes, Class B $ 621.80
Minus 348.07
$. 273.73
Plus deduction for excavation 1,320.00
Total deduction $1,593.73 1,593.73
$12,915.83
Organization, engineering and incidentals, 15% 1,937.37
Total cost per mile $14,853.20
DEPRECIATION OF SIX-INCH GIRDER BONDED TRACK.
Depreciation of Track Due to Joints.
Same as for Class B.
Annual depreciation per mile due to joints $77.50
Annual depreciation in per cent of wearing value 5%
Depreciation of Track Due to Ties.
Cost Scrap Wearing
New. . Value. Value.
Class B, total $5,939.00 $2,020.25 $3,918.75
Deduct for tie plates and spikes.... 273.73 38.67 235.06
$5,665.27 $1,981.58 $3,683,69
Life of tie, 17.5 years.
$3,683.69
Annual depreciation per mile due to ties — $210.50
17.5
Annual depreciation in per cent of wearing value 5.7%
70 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Depreciation of Track Due to Rail.
Same as for Class B.
Cost of parts depreciated with joints $ 1,779.34
Cost of parts depreciated with ties 5,665.27
Cost of parts depreciated with rail 5,471.22
Total cost of parts depreciated $12,915.83
$1,779.34 — 13.8% of $12,915.83
$5,665.27 = 43.9% of $12,915.83
$5,471.22 = 42.3% of $12,915.83
The above percentage to be used to distribute to joints,
ties, and rails the proper proportion of cost yet to be
depreciated.
Part Yet to be Depreciated.
Organization, engineering and incidentals, 15%.' $1,937.37
13.8% of $1,937.37 — amount to be depreciated with joints.$ 267.29
Actual wearing value of joints 1,550.10
Total value of joints to be depreciated 5% annually. .$1,817.39
5% of $1,817.39 = $90.87, annual depreciation.
43.9% of $1,937.37 = amount to be depreciated with ties. .$ 850.53
Actual wearing value of ties . 3,683.69
Total value of ties to be depreciated 5.7% annually. . .$4,534.22
5.7% of $4,534.22 — $258.45, annual depreciation.
Wearing value of rail $4,511.05
42.3% of $1,937.37 = amount to be depreciated with rail. . 819.55
Total value of rail to be depreciated $5,330.60
Wearing depth of rail same as for Class B = 28/64 in.
1/28 of $5,330.60 = $190.37, which is amount of deprecia¬
tion for each 1/64 in. of wear.
Recapitulation.
Part depreciated with joints $ 1,817.39
Scrap value of parts depreciated with joints 229.24
Part depreciated with ties 4,534.22
Scrap value of part depreciated with ties 1,981.58
Part depreciated with rail 5,330.60
Scrap value of part depreciated with rail 960.17
Total $14,853.20
TRACK.
71
CLASS 8-B.
UNIT PRICE ESTIMATE.
Estimate of Cost to Produce One Mile of Single Track.
Same as Class B, except no excavation, and double brace tie plates.
Cost of Class B $14,509.56
Subtract cost of Class B excavation 1,320.00
$13,189.56
Double brace plates cost 38c
Single brace plates cost 22c
Difference 16c
2,640 double brace tie plates @ 16c 422.40
$13,611.96
Add 15% for organization, engineering and incidentals. . 2,041.79
Total cost per mile $15,653.75
DEPRECIATION OF SIX-INCH GIRDER BONDED TRACK.
Depreciation of Track Due to Joints.
Same as Class B.
Annual depreciation per mile due to joints $77.50
Annual depreciation per mile in per cent wearing value 5%
Depreciation of Track Due to Ties.
Double brace tie plates; otherwise same as Class B.
Cost Scrap Wearing
New. Value. Value.
Cost per mile, Class B $5,939.00 $2,020.25 $3,918.75
Add 4.6 tons scrap @ -$10.00 422.40 50.60 371.80
$5,361.48 $2,070.85 $4,290.55
Life of tie, 17.5 years.
$4,290.55
Annual depreciation per mile due to tie = $245.17
17.5
Annual depreciation in per cent of wearing value 5.7%
Depreciation of Track Due to Rail.
Same as Class B.
Part depreciated with joints $ 1,779.34
Part depreciated with ties 6,361.40
Part depreciated with rail 5,471.22
Total cost of parts depreciated $13,611.96
72 VALUATION—SOUTH CHICAGO CITY RAILWAY.
$1,779.34 = 13.1% of $13,611.96
$6,361.40 = 46.7% of $13,611.96
$5,471.22 = 40.2% of $13,611.96
Above percentages to be used to distribute to joints, ties,
and rails the proper proportion of part of cost yet to be
depreciated.
Part Yet to be Depreciated.
Organization, engineering and incidentals, 15% $2,041.79
13.1% of $2,041.79 = amount to be depreciated with joints.$ 267.47
Wearing value 1,550.10
Total value of joints to be depreciated 5% annually. . .$1,817.57
5% of $1,817.57 = $90.87, annual depreciation.
46.7% of $2,041.79 = amount to be depreciated with ties. .$ 953.52
Wearing value 4,290.55
Total value of ties to be depreciated 5.7% annually. . .$5,244.04
5.7% of $5,244.04 = $298.91, annual depreciation.
Wearing value of rail $4,511.05
40.2% of $2,041.79 = amount to be depreciated with rail.. . 820.80
Total value of rail to be depreciated $5,331.85
1/28 of $5,331.85 = $190.42, which is depreciation for each
1/64 in. wear.
Recapitulation.
Part depreciated with joints $ 1,817.57
Scrap value of part depreciated with joints 229.24
Part depreciated with ties 5,244.07
Scrap value of part depreciated with ties 2,070.85
Part depreciated with rail 5,331.85
Scrap value of part depreciated with rail 960.17
Total $15,653.75
TRACK.
73
CLASS 1-B-l.
UNIT PRICE ESTIMATE.
Estimate of Cost to Produce One Mile of Single Track.
6 in. girder rail, 75-lb., 30 ft. lengths, Atlas joints on slag or stone ballast.
Class 1 B-l is the same as Class B-l minus excavation.
Total cost to produce one mile single track, Class B-l. . . .$15,184.32
Deduct for excavation 1,320.00
$13,864.32
Organization, engineering and incidentals, 15% 2,079.65
Total cost per mile $15,943.97
DEPRECIATION OF SIX-INCH GIRDER BONDED TRACK.
Depreciation of Track Due to Joints.
Same as Class B-l.
Annual depreciation per mile due to joints $111.25
Annual depreciation in per cent of wearing value 5%
Depreciation of Track Due to Ties.
Same as Class B-l.
Annual depreciation per mile due to tie $223.93
Annual depreciation in per cent of wearing value 5.7%
Depreciation of Track Due to Rail.
Cost of parts depreciated with joints $ 2,454.10
Cost of parts depreciated with ties. . 5,939.00
Cost of parts depreciated with rail 5,471.22
Total cost of parts depreciated $13,864.32
$2,454.10 = 17.7 % of $13,864.32
$5,939.00 = 42.84% of $13,864.32
$5,471.22 = 39.46% of $13,864.32
Above percentages to be used to distribute to joints, ties,
and rails the proper proportion of part of cost yet to
be depreciated.
Part Yet to be Depreciated.
Organization, engineering and incidentals, 15% $2,079.65
17.7% of $2,079.65 = amount to be depreciated with joints.$ 368.10
Actual wearing value of joints 2,224.86
Total value of joints to be depreciated 5% annually. . .$2,592.96
74 VALUATION—SOUTH CHICAGO CITY RAILWAY.
5% of $2,592.96 = $129.65, annual depreciation
42.84% of $2,079.65 = amount to be depreciated with ties.$ 890.92
Actual wearing value of ties 3,918.75
Total value of ties to be depreciated 5.71% annually. .$4,809.67
5.71% of $4,809.67 = $274.63, annual depreciation.
Wearing value of rail $4,511.05
39.46% of $2,079.65 = amount to be depreciated with rail.. 820.63
Total value of rail to be depreciated $5,331.68
Original depth of head of rail 68/64 in.
Depth when rail is scrap 40/64 in.
Wearing depth ' 28/64 in.
1/64 in. wear = 1/28 of $5,331.68 = $190.42, which is the
amount of depreciation for each 1/64 in. of wear.
„ '
Recapitulation.
Part depreciated with joints $ 2,592.96
Scrap value of part depreciated with joints 229.24
Part depreciated with ties 4,809.67
Scrap value of part depreciated with ties 2,020.25
Part depreciated with rail 5,331.68
Scrap value of part depreciated with rail 960.17
Total $15,943.97
TRACK.
75
CLASS 2-B-3.
UNIT PRICE ESTIMATE.
Estimate of Cost to Produce One Mile of Single Track.
6 in. girder rail, 75 lb., 30 ft. lengths, bonded on cinder ballast.
Class 2 B-3 same as Class B-3, less two-thirds of tie plates and spikes.
Total cost to produce one mile of single track, Class B-3.$12,064.56
Cost of 2/3 tie plates and spikes 414.53
$11,650.03
Organization, engineering and incidentals, 15% 1,747.50
Total cost per mile $13,397.53
DEPRECIATION OF SIX-INCH GIRDER BONDED TRACK.
Deprecation of Track Due to Joints.
Same as for Class B-3.
Annual depreciation per mile due to joints $77.50
Annual depreciation in per cent of wearing value 5%
Depreciation of Track Due to Ties.
Same as Class B-3, less 2/3 of tie plates and spikes.
Cost Scrap Wearing
New. Value. Value.
Cost per mile, Class B-3 $4,814.00 $1,176.50 $3,637.50
Deduct 2/3 value of tie plates and
spikes 414.53 54.00 360.53
$4,399.47 $1,122.50 $3,276.97
Life of tie, 17.5 years.
$3,276.97
Annual depreciation per mile due to ties = $187.25
17.5
Annual depreciation in per cent of wearing value 5.7%
Depreciation of Track Due to Rail.
Same as Class B-3.
Cost of parts depreciated with joints $ 1,779.34
Cost of parts depreciated with ties 4,399.47
Cost of parts depreciated with rail 5,471.22
s
Total cost of parts depreciated $11,650.03
76 VALUATION—SOUTH CHICAGO CITY RAILWAY.
$1,779.34 = 15.3% of $11,650.03
$4,399.47 = 37.8% of $11,650.03
$5,471.22 = 46.9% of $11,650.03
Above percentages to be used to distribute to joints, ties
and rails the proper proportion of part of cost yet to
be depreciated.
Part Yet to be Depreciated.
Organization, engineering and incidentals, 15% $1,747.50
15.3% of $1,747.50 = amount to be depreciated with joints.$ 267.37
Actual wearing value of joints 1,550.10
Total value of joints to be depreciated 5% annually. . .$1,817.47
5% of $1,817.47 = $90.86, annual depreciation.
37.8% of $1,747.50 = amount to be depreciated with ties.$. 660.55
Actual wearing value of ties * 3,276.97
Total value of ties to be depreciated 5.7% annually. . .$3,937.52
5.7% of $3,937.52 = $224.44, annual depreciation.
Wearing value of rail, etc $4,511.05
46.9% of $1,747.50 = amount to be depreciated with rail. . 819.58
Total value of rail to be depreciated $5,330.63
Wearing depth same as B-3 = 28/64 in.
1/28 of $5,330.63 = $190.74, which is the amount of depre¬
ciation for each 1/64 in. wear.
Recapitulation.
Part depreciated with joints $1,817.47
Scrap value of parts depreciated with joints 229.24
Part depreciated with ties 3,937.52
Scrap value of part depreciated with ties 1,122.50
Part depreciated with rail 5,330.63
Scrap value of part depreciated with rail 960.17
Total $13,397.54
TRACK.
77
CLASS 2-D.
UNIT PRICE ESTIMATE.
Estimate of Cost to Produce One Mile of Single Track.
7 in. girder rail, 80 lb., 30 ft. lengths, bonded on stone ballast. Same as
Class D, except has double brace tie plates.
Total cost of Class D $14,912.26
Add for double brace tie plates:
2,640 @ 38c (double brace) $1,003.20
2,640 @ 22c (single brace) 580.80
$422.40 422.40
$15,334.66
Organization, engineering and incidentals, 15% 2,300.20
Total cost per mile $17,634.86
DEPRECIATION OF SEVEN-INCH GIRDER BONDED
TRACK.
Depreciation of Track Due to Joints.
Same as Class D.
Annual depreciation per mile due to joints $77.84
Annual depreciation in per cent of wearing value 5%
Depreciation of Track Due to Ties.
Cost Scrap Wearing
New. Value. Value.
Class D $5,939.00 $2,020.25 $3,918.75
Add for double brace tie plates 422.40 46.00 376.40
$6,361.40 $2,066.25 $4,295.15
Life of tie, 17.5 years.
$4,295.15
Annual depreciation per mile due to ties.... = $245.43
17.5
Annual depreciation in per cent of wearing value 5.7%
Depreciation of Track Due to Rail.
Same as for Class D.
Cost of parts depreciated with joints $ 1,789.24
Cost of parts depreciated with ties 6,361.40
Cost of parts depreciated with rail 5,791.03
Total cost of parts depreciated $13,941.67
78 VALUATION—SOUTH CHICAGO CITY RAILWAY.
$1,789.24 = 12.8% of $13,941.67
$6,361.40 = 45.6% of $13,941.67
$5,791.03 == 41.6% of $13,941.67
Above percentages to be used to distribute to joints, ties
and rails the proper proportion of part of cost yet to
be depreciated.
Part Yet to be Depreciated.
Organization, engineering and incidentals, 15% $2,300.20
12.8% of $2,300.20 = part to be depreciated with joints. . .$ 294.43
Actual wearing value of joints 1,556.81
Total value of joints to be depreciated 5% annually. .$1,851.24
5% of $1,851.24 = $92.56, annual depreciation.
45.6% of $2,300.20 = part to be depreciated with ties $1,048.89
Actual wearing value of ties 4,295.15
Total value of ties to be depreciated 5.7% annually. . .$5,344.04
5.7% of $5,344.04 = $304.61, annual depreciation.
Wearing value of rail $4,723.61
41.6% of $2,300.20 = amount to be depreciated with rail.. 956.88
Total value of rail to be depreciated $5,680.49
Wearing depth same as for Class D.
Penn. rail section 26/64 in.
Wharton rail section 32/64 in.
1/26 of $5,680.49 = $218.47, which is amount of deprecia¬
tion for each 1/64 in. wear (Penn. rail, 80-91).
1/32 of $5,680.49 = $177.52, which is amount of deprecia¬
tion for each 1/64 in. of wear (Wharton rail).
Recapitulation.
Part depreciated with joints
Scrap value of part depreciated with joints
Part depreciated with ties
Scrap value of part depreciated with ties. .
Part depreciated with rail
Scrap value of part depreciated with rail.
Part not depreciated (excavation)
$ 1,851.24
232.43
5,344.04
2,066.25
5,680.49
1,067.42
1,393.00
$17,634.86
TRACK.
79
CLASS 3-D.
UNIT PRICE ESTIMATE.
Estimate of Cost to Produce One Mile of Single Track.
7 in. girder rail, 80 lb., 30 ft. lengths, bonded on stone ballast.
Same as Class D, except has only 880 tie plates and no excavation.
Total cost to produce one mile single track, Class D.. . .$14,912.26
Deduct for 880 tie plates @ 38c $334.40
Deduct for 1/3 spikes (1/3 of $41.00).... 13.67
$348.07
Tie plates and spikes, Class D $621.80
Minus 348.07
$273.73
Plus deduction for excavation 1,393.00
$1,666.73 1,666.73
$13,245.53
Organizaion, engineering and incidentals, 15% 1,986.82
Total cost per mile.. $15,232.35
DEPRECIATION OF SEVEN-INCH GIRDER BONDED
TRACK.
Depreciation of Track Due to Joints.
Same as for Class D.
Annual depreciation per mile due to joints $77.66
Annual depreciation in per cent of wearing value 5%
Depreciation of Track Due to Ties.
Cost Scrap Wearing
New. Value. Value.
Total, Class D .$5,939.00 $2,020.25 $3,918.75
Deduct for tie plates and spikes.... 273.73 38.67 235.06
$5,665.27 $1,981.58 $3,683.69
Life of tie, 17.5 years.
$3,683.69
Annual depreciation per mile due to ties — = $210.48
17.5
Annual depreciation in per cent of wearing value 5.7%
% VALUATION—SOUTH CHICAGO CITY RAILWAY.
Depreciation of Track Due to Rail.
Same as for Class D.
Cost of parts depreciated with joints $ 1,789.24
Cost of parts depreciated with ties 5,665.27
Cost of parts depreciated with rail 5,791.02
Total cost of parts depreciated $13,245.53
$1,789.24= 13.5% of $13,245.53
$5,665.27 = 42.8% of $13,242.53
$5,791.02 = 43.7% of $13,242.53
The above percentages to be used to distribute to joints,
ties and rails the proper proportion of part of cost yet
to be depreciated.
Part Yet to be Depreciated.
Organization, engineering and incidentals, 15% ...$1,986.82
13.5% of $1,986.82 = amount to be depreciated for joints. .$ 268.22
Actual wearing value of joints 1,556.81
Total value of joints to be depreciated 5% annually. . .$1,825.03
5% of $1,825.03 = $91.25, annual depreciation.
42.8% of $1,986.82 = amount to be depreciated for ties.. .$ 850.36
Actual wearing value of ties 3,683.69
Total value of ties to be depreciated 5.7% annually. . .$4,534.05
5.7% of $4,534.05= $258.44, annual depreciation.
Wearing value of rail $4,723.61
43.7% of $1,986.82 = amount depreciated with rail 868.23
Total value of rail to be depreciated $5,591.84
Wearing depth same as for Class D.
Penn., 80-91 26/64 in.
Wharton 32/64 in.
1/26 of $5,591.84 = $215.07, amount of depreciation for
each 1/64 in. wear (Penn. Rail).
1/32 of $5,591.84 = $174.74, amount of depreciation for
each 1/64 in. of wear (Wharton Rail).
Recapitulation.
Part depreciated with joints $ 1,825.03
Scrap value of part depreciated with joints 232.43
Part depreciated with ties 4,534.05
Scrap value of part depreciated with ties 1,981.58
Part depreciated with rail 5,591.84
Scrap value of part depreciated with rail 1,067.42
$15,232.35
TRACK. 81
CLASS 4-D.
UNIT PRICE ESTIMATE.
Estimate of Cost to Produce One Mile of Single Track.
Same as Class D minus all tie plates and spikes.
Total cost per mile, Class D $14,912.26
Deduct for tie plates and spikes 621.80
$14,290.46
Organization, engineering and incidentals, 15% 2,143.57
Total cost per mile $16,434.03
DEPRECIATION OF SEVEN-INCH GIRDER BONDED
TRACK.
Depreciation of Track Due to Joints.
Same as Class D.
Annual depreciation per mile due to joints $77.66
Annual depreciation in per cent of wearing value 5%
Depreciation of Track Due to Ties.
Same as Class D, less tie plates and spikes.
Cost Scrap Wearing
New. Value. Value.
Total cost, Class D $5,939.00 $2,020.25 $3,918.75
Deduct for tie plates and spikes 621.80 81.00 540.80
$5,317.20 $1,939.25 $3,377.95
Life of tie, 17.5 years.
$3,377.95
Annual depreciation per mile due to ties = $193.03
17.5
Annual depreciation in per cent of wearing value 5.7%
Depreciation of Track Due to Rail.
Same as Class D.
Cost of parts depreciated with joints $ 1,789.24
Cost of parts depreciated with ties 5,317.20
Cost of parts depreciated with rail 5,791.03
Total cost of parts depreciated $12,897.47
$1,789.24= 13.9% of $12,897.47
$5,317.20 = 41.2% of $12,897.47
$5,710.91 = 44.9% of $12,897.47
Above percentages to be used to distribute to joints, ties
and rails the proper proportion of part of cost yet to
be depreciated.
82 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Part Yet to be Depreciated.
Organization, engineering and incidentals, 15% $2,143.57
13.9% of $2,143.57 — amount to be depreciated with joints.$ 297.96
Actual wearing value of joints 1,556.81
Total value of joints to be depreciated 5% annually. . .$1,854.77
5% of $1,854.77 = $92.74, annual depreciation.
41.2% of $2,143.57 = amount to be depreciated with ties. . .$ 883.15
Actual wearing value of ties 3,377.95
Total value of ties to be depreciated 5.7% annually. . .$4,261.10
5.7% of $4,261.10 = $242.88, annual depreciation.
Wearing value of rail $4,723.61
44.9% of $2,143.57 = amount to be depreciated with rail. . 962.46
Total value of rail to be depreciated $5,686.07
Wearing depth same as Class D.
Penn. rail section (80-91) 26/64 in.
Wharton rail section 32/64 in.
1/26 of $5,686.07 = $218.69, amount to be depreciated per
1/64 in. of wear (Penn.).
1/32 of $5,686.07 = $177.69, amount to be depreciated per
1/64 in. of wear (Wharton).
Recapitulation.
Part depreciated with joints $ 1,854.77
Scrap value of part depreciated with joints 232.43
Part depreciated with ties 4,261.10
Scrap value of part depreciated with ties 1,939.25
Part depreciated with rail.' 5,686.07
Scrap value of part depreciated with rail 1,067.42
Part not depreciated (excavation) 1,393.00
Total $16,434.03
DETAILS OF TRACK
Street
From
To
Madison Ave 63rd St 64th St
64th St E.Curb Line of Madison E. 335 ft
" 335 E. E. C. L. M Stony Island Ave.
Stony Island Ave. 64th St . ,67th St
67th St 73rd St
73rd St 79th St
75th St Stony Island Ave Constance Ave. . .
Constance Ave Railroad Ave. . . .
" Railroad Ave Bond Ave
Bond Ave Lake Ave
Coles Ave 75th St 71st St
7 1st St Coles Ave Yates Ave
Yates Ave 71st St 70th St
70th St 268ft. N. of 68th St
Coles Ave 75th St 79th St
Cheltenham Pl.. . ,79th St Coles Ave
79th St Exchange Ave. .Ontario Ave
Ontario Ave 79th St 80th St
" 80th St 83rd St
83rd St Ontario Ave Superior Ave
Superior Ave 83rd St 87th St
87th St Superior Ave Buffalo Ave
Buffalo Ave 87th St 92nd St
92nd St Commercial Ave Ewing Ave
Ewing Ave 92nd St N. End of Bridge
a u a
" . S. End of Bridge 102nd St
Indianapolis Ave .Ewing Ave 106th St.. .
106th St Indianapolis Ave Avenue H.
. Avenue H Ewing Ave.
Ewing Ave 102nd St 104th St
" 104th St 106th St
106th St Ewing Ave Green Bay Ave.. .
" Green Bay Ave W. 1070ft. (except
bridge)
" Calumet Bridge
Bridge Torrence Ave. ...
Commercial Ave. . ,92nd St \ ,93rd St
.. ,93rd St S. Chicago Ave.. .
" .. .S. Chicago Ave 95th St
" ...95th St 104th. St
104th St Commercial Ave Torrence Ave.
Torrence Ave. . . ,104th St 171ft.S.of 106thSt.
Commercial Ave. .92nd St 87th St
. ,87th St 83rd St
79tii St
U
Exchan
Stony Island Ave Exchange Ave. . .
je Ave. . . ,83rd St 79th St
70tii St Yates Ave Joffery Ave
Feet of
Single #
Electric
Track.
Class.
Type of
Rail
WUen Joints Original
Built Depth of Wear-
Head. ing
Depth.
Present
Depth of
Head.
913 .0
D
7"-W
1896
B
1-8
32
0-63.31
670.0
D-3
7"-W
1896
B
1-8
32
1 -1.67
1611 .6
D
7"-W
1896
B
1-8
32
1- 1.67
.1950.2
E-l
7-3/16"
-J 1905
B
1-13
37
1- 9.2
3863.6
E-l
7-3/16"
-J 1905
W
1-13
37
1- 9.2
3807.6
C-3
6"-J
1892
W
1-5
29
0-62.53
3026.2
1-B-l
6 "~W
1894
B
1-4
28
0-58.4
10595.4
1-B-l
6 "-W
1894
B
1-4
28
0-58.4
1612.8
B
6"-W
1895
B
1-4
28
0-58.4
822 .6
LB
6-"W
1895
B
1-4
28
0-58.4
5451.4
2-B-3
6 "-W
1892
B
1-4
28
1- 3.85
794.4
4-D
7"-W
1892
B
1-8
32
I- 8.0
1214.4
4-D
7"-W
1892
B
1-8
32
1- 6.5
3151.6
4-D
7 "-W
1892
B
1-8
32
1-6.5
7065.2
B-l
6"-W
1892
B
1-4
28
0-58.59
698.6
B
6"-W
1892
B
1-4
28
0-62.75
2887.8
B
6"-W
1892
B
1-4
28
1- 0.40
'1205 .0
B
6 "-W
1892
B
1-4
28
0-58.40
3852.0
5-B
6"-W
1892
B
1-4
28
0-58.40
420.8
2-B
6 "-W
1892
B
1-4
28
0-58.40
5058.6
3-B
6"-W
1892
B
1-4
28
0-58.45
219.6
4-B
6"-W
1892
B
1-4
28
0-58.45
6359.0
4-B
6"-W
1892
B
1-4
28
0-58.45
2027.8
2-B
6"-W
1892
B
1-4
28
0-59.6
2027.8
B-l
6"-W
1892
B
1-4
28
0-59.6
375 .0
1-B-l
6 »-W
1892
B
1-4
28
0-61.06
375 .0
2-B
6"-W
1892
B
1-4
28
0-61.06
5904.0
1-B-l
6"-W
1892
B
1-4
28
0-61.06
5904.0
2-B
6"-W
1892
B
1-4
28
0-61.06
9285 .2
3-D
7"-W
1895
B
1-8
32
1- 5.2
2247 .8
B-3
6"-W
1892
B
1-4
28
0-62.06
2247 .8
B-4
6"-W
1892
B
1-4
28
0-62.06
624.3
B-3
6"-W
1892
B
1-4
28
0-62.06
624.3
B-4
6"-W
1892
B
1-4
28
0-62.06
2659.6
1-B
6"-W
1892
B
1-4
28
0-61.06
2526.6
B-3
6"-W
1892
B
1-4
28
0-61.06
1655.5
7-B
6"-W
1892
B
1-4
28
1- 0.7
741 .0
A
4]/j"-W
1892
B
1-0
24
0-53.6
564 0
4089.0
B-3
6"-W
1892
B
1-4
28
1-0.7
1210.6
B
6"-W
4892
B
1-4
28
0-57.9
2274.0
B
6"-W
1892
B
1-4
28
0-57.9
5982 .1
2-B
6"-W
1892
B
1-4
28
0-57.9
5982.1
B-l
6"-W
1892
B
1-4
28
0-57.9
2473 .4
8-B
6"-W
1892
B
1-4
28
0-57.30
2473.4
2-D
7"-W
1903
B
1-8
32
1-1.8
2476.2
B
6"-W
1892
B
1-4
28
0-61.40
6530.6
B-5
7-3/16"-
J 1892
B
1-1,3
37
0-64.87
2377.3
B
6"-W
1892
B
1-4
28
0-56.65
2377 .3
B-l
6"-W
1892
B
1-4
28
0-56.65
8727 .5
C
6"-J
1892
B
1-5
29
0-57.14
8727 .5
C-l
6"-J
1892
B
1-5
29
0-57.14
2580.7
B
6 "-W
1892
B
1-4
28
0-57.32
2580.7
B-l
6"-W
' 1892
B
1-4
28
0-57.32
5120.0
B-4
7"-W
1895
B
1-8
32
1- 6.5
Cost New
Per Mile.
117,149
24,652
17,149
17,474
17,474
17,669
15,943
15,943
16,685
15,167
13,397
16,434
16,434
16,434
17,461
16,685
16,685
16,685
14,452
15,970
16,209
14,691
14,691
15,970
17,461
15,943
15,970
15,943
15,970
15,232
13,874
14,650
13,874
14,650
15,167
13,874
14,853
.07
.84
.07
.87
.87
.22
.97
.97 2
.99
.99
.53 1
.03
.03
.03
.97 1
.99
.99
.99
.93
.93
.28
.28
.28 1
.93
.97
.97
.93
.97 1
.92 1
.35 1
.23
.21
.23
.21
.99
.23
.20
Miles of
Track.
.1729
.1268
.3052
.3694
.7317
.7111
.5731
.0000
.3055
.1558
.0325
.1504
.2300
.5969
.3382
.1323
.5469
.2282
.7295
.0797
.9581
.0416
.2044
.3840
.3841
.0710
.0710
.1181
.1182
.7586
.4257
.4257
.1182
.1183
.5037
.4785
.3135
14,963.96 .1403
1068
13,874.23 .7744
16,685 .99
16,685 .99
15,970.93
17,461 .97
15,653.75
17,634.86
16,685 .99
17,528.74
16,685.99
17,461 .97
16,913 .50
17,689.48
16,685 .99
17,461 .97
15,886 .63
.2293
.4307
1.1329
1.1330
.4685
.4685
. 4690
1 .2368
I.4502
.4.503
1 .6529
1 .6529
.4887
.4888
.9697
Deduct
Depreciation
$5,634.68
2,132.48
5,215.55
1,362.45
1,362.45
2,400.26
4,947.91
4,947.91
6,281 .95
6,207.65
1,615.94
5.034.30
1,657.64
5.300.84
1,818.11
2,674
6,228
7,388
3,904
6,883
6,120
4,931 .29
4,931 .29
6,651 .35
3.715.31
5,364.31
6,368.88
5,364.31
6,368.88
4,685.55
6,221 .71
1,509.23
2.742.85
1,509.23
2,958.14
2,933 .23
2,249.72
.65
.13
.35
.14
.51
.26
Add Scrap
Value to
Present
Value
Per Mile
•111,518 .39
22,520.36
11,933.52
16,112.42
16,112.42
15,268.96
10,996.06
10,996.06
10,404.04
8,960.34
11,781 .59
11,399.73
14,776.39
11,133.19
15,643 .86
14,011.34
10,457.86
9,297.64
10.548.79
9,087.42
10,089.02
9,759.99
9,759.99
9,318.58
13,746.66
10,579.66
9,602.08
10,578.66
9,602.08
10.546.80
7,652.52
13,140.98
11,131 .38
13,140.98
12,209.85
10,941 .00
12,603.48
Present
Value.
$1,991.53
2,855.58
3.642.11
5,951.93
11,789.46
11,010.45
6,301 .84
21,992.12
3,178.43
1,396.02
12,164.49
1,714.52
3.398.57
6.645.40
20,934.61
1,853.70
5.719.41
2,121 .72
7,695.34
724.27
9,666.29
406.02
11,754.93
3,578.33
5.280.09
751 .16
681 .74
11,829.12
10,737.05
18,547.60
3,257.68
5.594.12
1,315 .73
1.554.58
6.150.10
5,235.27
3,951 .19
3,556.95 11,407.01 1,600.40
2,240.24 11,633.99 9,009.36
5,272.16
3,335.89
6,980.25
3,592.98
4.596.18
2,689 .30
5,286.83
4,205 .52
7,726.75
2,192.93
7,865.14
2,693.23
7.597.19
3,358 .33
4,040.69
11,413.83
13,350.10
8,990.68
13,868.99
11,057.57
14,945.56
11,399.16
13,323.22
8,959.24
15,269.04
9,048.36
14,996.25
9,088.80
14,103 .64
1 1,845 .94
2,617.19
5,749.88
10,185.54
15,713.57
5,180.47
7,001 .99
5,346.21
16,478.16
4,033.45
6,875 .65
14,956.03
24,787 .30
4,441 .70
6,893.86
1 1,487 .01
TRACK.
83
SECTION 1-B.
ELECTRIC TRACK SPECIAL WORK.
SUMMARY.
Description Unit Price Total Cost
No. New New
Single track crossing, 45 degree 2 $ 273.00 $ 546.00
Single track steam R. R. crossing. ... 44 413.00 18,172.00
Single track steam R. R. crossing, 45
degree 68 463.00 31,484.00
Single track branch-off 10 844.00 8,440.00
Single track 3-part wye 1 1,705.00 1,705.00
Double trade crossing connecting
curves in four quadrants 1 12,262.00 12,262.00
Double track through wye 3,866.00 1,933.00
Double track three-part wye 3 4,235.00 12,705.00
Double track three-part wye, 2 points
and 2 mates, 4 frogs, hard center. 1 4,735.00 4,735.00
Double track branch-off 6 1,879.00 11,274.00
Cross over 15 888.00 13,323.00
Single track turn-out 2 815.00 1,630.00
Plain curved track, 90 feet long 28 441.00 12,348.00
Curved rail (extra) 1,768 ft. 4.90 8,663.00
Point and mate 1 115.00 115.00
Frogs 1 45.00 45.00
Total $139,380.00
Engineering and superintendence, 15% 20,907.00
Total cost new $160,287.00
Depreciation, 40% 64,114.00
Total present value $96,173.00
$160,287.00
= $4,646.00, cost per mile.
34.50
84 VALUATION—SOUTH CHICAGO CITY RAILWAY.
SINGLE TRACK CROSSING.
Layout complete, with joints $170.00
Ties, 10 @ $0.75 $ 7.50
Tie plates, 10 @ $0.22 2.20
Spikes, keg @ $4.10 1.03
10x10x1.6
Excavations, —5.9 cu. yd. @ $0.50 2.95
27
10x10x1.0 10x2.6
Crushed rock = 2.7 cu. yd
27 27
@ $1.65 4.45
Joints bonded, 8 @ $1.25 10.00
Labor, 20 feet, @ $1.25 25.00
$53.13 53.13
$223.13
Add for hard center work 50.00
Total $273.13
$223.13
Add for crossing, 45 degree 50.00
$273.13
Estimated weight, 3,000 lb.
DESCRIPTION OF SPECIAL
WORK.
5^
O
£
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M I
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£ o
ow
H.q
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toW
Madison Ave. Loop
Madison Ave. 63rd-64thsts
Madison Ave. 64th St
64th St. & Jefferson Ave. .
64th & Stony Island Ave..
Stony Island Ave. 71st St.
Stony Island Ave. 73rd St
Stony Island Ave. 75th St
Stony Island Ave. 79th St
75th St. Stony Island Ave
75th St. & Constance Ave.
75th St. & Railroad Ave. .
75th St. & Coles Ave.. . .
75th St. & Bond Ave. ....
Lake Ave. Loop
Coles Ave. & 75th St
Coles Ave. & 71st St
71st St. & Yates Ave
68th St. & Yates Ave
Coles Ave. & 78th PI
Coles Ave. & Cheltenham
PI
Coles Ave. & 79th St
Cheltenham PL & 79th St..
79th St. & Exchange Ave.
79th St. & Cheltenham PI.
79th St. & Railroad Ave.. .
79th St. & Ontario Ave. .
Ontario Ave. & 83rd St. .
83rd St. & Superior Ave..
Superior Ave. & 86th St..
Superior Ave. & 87th St..
87th St. & Buffalo Ave...
Buffalo Ave. & 92nd St. .
92nd St.&Commercial Ave
92nd St. & Erie Ave. . . .
92nd St. & Ewing Ave. .
Ewing Ave. Barns
Ewing Ave. & 94th St. .
Ewing Ave. & 96th St. .
Ewing Ave. & 100th St.
Ewing Ave. & Indianapolis
Ave.
Ewing Ave. & Indianapolis
Ave
Ewing Ave. & 106th St. .
106th St. & Ave. "D." . . .
106th St. & Ewing Ave. .
106th St. & Buffalo Ave..
106th St. & Torrence Ave.
Commercial Ave. & 94th
St
Commercial Ave. &. 95th
St
Commercial Ave. & 100th
St
Commercial Ave. & 104th
St
104th St. & Torrence Ave.
Commercial Ave. & 85th
St
Commercial Ave. & 83rd
St
79th St. & Oglesby Ave..
79th St. & Stony Island Av
12
12
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££
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£ £
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9
10
68
5: i
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2 28
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250
239
101
200
384
120
187
254
113
1768
%
S5
1
2
3
4
5
7
8
9
10
11
12
13
14
15
16
17
■ 18
19
17
20
21
23
24
25
24
24
26
-> n
£ /
28
30
29
31 '
33
34
36
37
39
40
41
42
43-44
45
46
47
48-49
51
52-53-60
54
55
56
57
58-59
62-63
64
66
65
03
<3
S
a
a
Minus 80 ft.
of Curve.
Add $350 for
hard center.
TRACK.
85
STEAM RAILROAD CROSSING.
ELECTRIC OVER STEAM.
Single Track Crossing Single Track.
Crossing, complete with joints $300.00
Ties, 11 @ $0.75 $ 8.25
Spikes, 0.15 kegs, at $4.10 .61
Bonding, 6 joints @ $1.25 7.50
Cross bonds, 2 @ $2.00 4.00
12x12x1 12x12x0.5 0.5x0.66x8x12
Crushed rock, 1
27 27 27 '
= 6.8 cu. yd. @ $1.65 11.27
Oak plank, 12 pieces 2"xl2"xl6'= 384 ft.
Oak plank, 12 pieces 3"xl2"xl6' = 576 ft.
960 ft.
Total feet (B. M.), 960, @ $30.00 per M 28.80
Wire nails 1.25
Labor 50.00
$112.68 112.68
$412.68
Add for crossing at 45 degrees 50.00
$462.68
Estimated weight, 5,500 lb.
86 VALUATION—SOUTH CHICAGO CITY RAILWAY.
SINGLE TRACK BRANCH-OFF CURVES.
Curves, one, 90 feet long' 90 ft.
Straight track included 24 ft.
Total 114 ft.
Special work, including fish plates $530.00
Ties, 57 @ $0.75 42.75
Tie plates, 57 @ $0.22. 12.54
Spikes, one keg @ $4.10 4.10
114x10x1 0.5x0.66x8x57
Crushed rock, = 38.5 cubic yards
27 27
@ $1.65 63.52
114x10x1.6
Excavation, = 67.6 cubic yards @ $0.50 • 33.78
27
Joints bonded, 12 @ $1.25 15.00
Labor, 114 feet @ $1.25 142.50
$844.19
Add for hard center work 130.00
Total $974.19
Estimated weight, 10,000 lb.
SINGLE TRACK THREE-PART "Y".
t
Curves, 2, each 90 ft. long 180 ft.
Straight track 40 ft.
220 ft.
Cost of layout, including fish plates ..$1,150.00
Ties, 110 @ $0.75 82.50
Tie plates, 110 @ $0.22 24.20
Spikes, 2 kegs @ $4.10 8.20
Joints to bond, 35 @ $1.25 43.75
Excavation, 220 ft. x .533 = 117.3 cu. yd. @ $0.50 58.65
Crushed rock, 220 ft. @ $0.285 62.70
Labor, 220 ft. @ $1.25 275.00
$1,705.00
Add for hard center 380.00
Total $2,085.00
Estimated weight, 20,000 lb,
\
TRACK. 87
DOUBLE TRACK CROSSING.
CURVES IN FOUR QUADRANTS.
Straight track -. .. 440 ft.
Curved track 720 ft.
1,160 ft.
Cost of special track work $ 9,050.00
Ties, 580 @ $0.75 435.00
Tie plates, 580 @ $0.22 127.60
Spikes, 14 kegs @ $4.10 57.40
Crushed rock, 1,160x0.285 = 330.6 cubic yards @ $1.65... 545.49
Excavation, 1,160x0.533 = 618.3 cubic yards @ $0.50.... 309.15
Joints bonded, 230 @ $1.25 287.50
Labor, 1,160 @ $1.25 1,450.00
$12,262.14
Add for hard center work 3,370.00
Total $15,632.14
Estimated weight, 155,000 lb.
DOUBLE TRACK THROUGH "Y".
Curved track 360 ft.
Straight track 90 ft.
450 ft.
Special layout complete with joints $2,630.00
Ties, 225 @ $0.75 168.75
Tie plates, 225 @ $0.22 49.50
Spikes, 4 kegs @ $4.10 •. 16.40
Excavation, 450x0.533 = 239.8 cubic yards @ $0.50 119.90
Crushed rock, 450x0.285 = 128.2 cubic yards @ $1.65 211.53
Joints bonded, 86 (a) $1.25 107.50
Labor, 450 @ $1.25 ... 562.50
$3,866.08
Add for hard center work 810.00
Total
Estimated weight, 48,000 lb.
$4,676.08
8" VALUATION—SOUTH CHICAGO CITY RAILWAY.
DOUBLE TRACK THREE-PART "Y".
Straight included - 170 ft.
530 ft.
Special layout complete, including joints $2,780.00
Ties, 265 @$0.75 198.75
Tie plates, 265 @ $0.22 58.30
Spikes, 5 kegs @ $4.10 20.50
Excavation, 530x0.533 = 282.5 cubic yards @ $0.50 141.25
Crushed rock, 530x0.285 = 151 cubic yards @ $1.65 249.15
Joints bonded, 100 @ $1.25 125.00
Labor, 530 feet @ $1.25 662.50
$4,235.45
Add for hard center work 1,020.00
Total $5,255.45
Estimated weight, 50,000 lb.
DOUBLE TRACK BRANCH-OFF.
Curves, 2, each 90 ft 180 ft.
Straight track included 65 ft.
245 ft.
Layout complete with fish plates $1,220.00
Ties, 123 @ $0.75 92.25
Tie plates, 123 @ $0.22 27.06
Spikes, 2 kegs at $4.10 8.20
Joints bonded, 36 @ $1.25 45.00
Excavation, 245x0.533 = 130.6 cubic yards @ $0.50 65.30
Crushed rock, 245x0.285 = 69.8 cubic yards @ $1.65 115.17
Labor, 245 feet @ $1.25. 306.25
$1,879.23
Add for hard center work ! 405.00
Total $2,284.23
Estimated weight, 23,000 lb.
>
TRACK.
89
' CROSS-OVER.
Straight track included * 50 ft.
Over all length of cross-over 57 ft.
Total 107 ft.
Cross-over complete $ 600.00
Ties, 54 @ $0.75 40.50
Spikes, 1 keg @ $4.10 4.10
Joints bonded, 20 @ $1.25 25.00
Cross bonds, 6 @ $1.00 6.00
Excavation, 107x0.533 = 57 cubic yards @ $0.50 28.50
Crushed rock, 107x0.285 = 30.5 cubic yards @ $1.65 50.32
Labor, 107 feet @ $1.25 133.75
$ 888.17
Add for hard center work 375.00
Total $1,263.17
Estimated weight, 11,000 lb.
SINGLE TRACK TURN-OUT.
Straight track 25 ft.
Length of turn-out over all 82 ft.
107 ft.
Turn-out complete, special work $ 536.00
Ties, 54 at $0.75 40.50
Spikes, 1 keg @ $4.10 4.10
Joints bonded, 15 @ $1.25 18.75
Cross bonds, 3 @ $1.00 3.00
Excavation, 107x0.533 = 57 cubic yards @ $0.50 28.50
Crushed rock, 107x0.285 = 30.5 cubic yards @ $1.65 50.32
Labor, 107 feet at $1.25 133.75
$ 814.92
Add for hard center work 250.00
Total $1,064.92
90 VALUATION—SOUTH CHICAGO CITY RAILWAY.
ESTIMATE FOR TURN-OUT COMPLETE.
Point and mate $113.00
Curve cross 45.00
60 feet of curved track @ $4.90 294.00
33 feet of straight track 82.00
Total $536.00
Estimated weight, 8,500 lb.
PLAIN CURVE TRACK.
Cost of curve per foot of track $3.00
Add cost per foot of substructure and labor 1.90
Cost per foot of curved track $4.90
Estimated weight, 72 lb. per foot of track.
TRACK.
91
Jt-o /*v», £of C3?:0 J?:
/?r 3
LW-
Layout No. 1. Madison Ave. Loop.
Layout No. 2.
Madison Ave., Near 63d St.
*
A>r
A V£/1>*GE O '
Layout No. 3.
64th St. and Madison Ave.
92 VALUATION—SOUTH CHICAGO CITY RAILWAY.
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Layout No. 4.
64th St. and Jefferson Ave.
Layout No. 5.
64th St. and Stony Island Ave.
/V
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Layout No. 6.
67th St. and Stony Island Ave.
Layout No. 7.
Stony Island Ave. and I. C. R. R.
TRACK.
93
Layout No. 8.
73d St. and Stony Island Ave.
Layout No. 9.
75th St. and Stony Island Ave.
Property t/ne
Layout No. 10.
79th St. and Stony Island Ave.
Layout No. 11.
75th St. and Stony Island Ave.
94 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Layout No. 12.
75th St. and B. & O. R. R.
T
! STREET.
fautr/46 'o. ?
Layout No. 13.
75th St. and Railroad Ave.
N
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Proper tr Trrre
75m STREET
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t- S'/J7tpj:
-fro
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Layout No. 14.
75th St. and Coles Ave.
Layout No. 15.
75th St., Near Bond Ave.
TRACK.
95
"Layout No. 16.
Lake Ave. Loop.
Layout No. 18.
71st St. and Coles Ave.
1
i
i
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330
1
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Layout No. 17.
Coles Ave., Near 75th St.
Layout No. 19.
71st St. and Yates Ave.
96 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Layout No. 20.
Coles Ave., at Car Barns.
jezjJt "jf*.
Layout No. 21.
Coles Ave. and Cheltenham Place.
frapertjr Jj/ff
—.441
-/«
— /.'/
/h?s>trfr Z//76
cm rf mm/? ruc/r
Layout No. 22.
78th St. and Coles Ave.
Layout No. 23.
79th St. and Coles Ave.
TRACK.
»
97
Layout No. 24. Layout No. 25.
79th St. and Cheltenham PI. 79th St. and Exchange Ave.
Layout No. 26. Layout No. 27.
79th St. and Ontario Ave. 83d St. and Ontario Ave.
sr/tTfT
N
1
98 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Layout No. 28.
83d St. and Superior Ave.
ftwrfy im.
si/rcm/r Ays
rropertr l/m
Layout No. 29.
87th St. and Superior Ave.
Layout No. 30.
Superior Ave. and C.L.S.& E.R.R.
Layout No. 31.
87th St. and Buffalo Ave.
Layout No. 32.
91st St. and Buffalo Ave.
Layout No. 34.
92d St. and Commercial Ave.
100
VALUATION—SOUTH CHICAGO CITY RAILWAY.
I urn -^7
Layout No. 36.
92d St. and I. C. R. R.
w
Layout No. 37.
92d St. and Ewing Ave.
Layout No. 38.
Ewing Ave. Bridge.
Layout No. 39
^'ng Ave. at Car Barns.
J02 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Layout No. 40.
Ewing Ave. and Short Line R. R.
Layout No. 41.
96th St. and Ewing Ave.
*_
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.
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i ^
fT/?££T
\ ^
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df*'
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Layout No. 42.
Ewing Ave., near 100th St.
Layout No. 43.
Ewing Ave., near Indianapolis Ave.
TRACK.
103
Layout No. 44.
Ewing Ave. and Indianapolis Ave.
Layout No. 45.
102d St. and Indianapolis Ave.
/06L
/fcs/r'6/
. Pr(\*rrtyt /tnm
Layout No. 46.
106th St. and Indianapolis Ave.
-r*r
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If!
i
tjJHt/Z JC**?.
JSr jfa*/*/ A*r# ifabcT' *•'
Layout No. 47.
106th St. and Ft. W. R. R.
104 VALUATION—SOUTH CHICAGO CITY RAILWAY.
frv/w/y ///7 a
//*>s
/06u
Layout No. 49.
108th St., near Ew.'ng Ave.
m&
£J-/?££T 7& 7 7 7
Layout No. 48.
106th St. and Ewing Ave.
^2*e*_^eeL
! !i! :
d il: !
£
S sr/rffr
Rr JJ't. ^
Layout No. 50. Layout No. 51.
106th St. and Ave. L. 106th St. and Ft. W, R. R.
TRACK.
105
Layout No. 52.
106th St. Bridge.
Layout No. 53.
106th St. and Torrence Ave.
$
i
9j* sr
Layout No. 54.
93d St. and South Chicago Ave.
Layout No. 55.
Commercial Av. and C.R.I.& P.R.R,
106 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Layout No. 56. Layout No. 57.
100th St. and Commercial Ave. 104th St. and Commercial Ave.
Layout No. 58.
104th St., near Torrence Ave.
Layout No. 59.
104th St. and Torrence Ave.
TRACK. 107
Layout No. 60.
Torrence Ave., near 106th St.
Layout No. 61.
91st St. and Commercial Ave.
Layout No. 62. Layout No. 63.
Commercial Av. and Baltimore Av. Commercial Av. and B. & O. R. R.
108 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Layout No. 64.
83d St. and Commercial Ave.
STONV /51/4ND
4 S/o/ry /$/and dre
Layout No. 65.
79th St., near Stony Island Ave.
Layout No. 66.
79th St. and B. & O. R. R.
SECTION 1-C
TRACK ON BRIDGES.
Feet of
Single When % Cost New Total Cost Present Value Present H
Location. Electric Class. Built. Deprecia- Per Mile. Miles, j" Vj New. Per Mile. Value.
Track. tion. J>
106th St. Bridge. . . 552 E-5 1893 26.8 $25,743.52 .1045 $2,690.20 $18,833. 16 $1,968.07 W
92nd St. Bridge. . . 1320 E-5 N. App.' 29.6 23,322.88.2500 5,830.72 16,412.52 4,103.13
- 1904
Draw $8,520.92 $6,071.20
1892
S. App.
1897
o
CD
110 VALUATION—SOUTH CHICAGO CITY RAILWAY.
SECTION 1-D
STRAIGHT TRACK IN CAR HOUSES AND YARDS.
In Buildings at Ewing Ave.
Length Total
in Feet Material Cost Cost
1,679 Strap rail, 1 1/I6"x3 27/32" @ $0.45... .$ 755.36
429 75-lb., 5-in. T-rail @ $1.42 609.18
Total in buildings $1,364.74 $1,364.74
In Yard at Ewing Ave.
1,110 561b., 4-in. T-rail @ $1.23 $1,365.30
137 7-in. girder rail @ $1.78 243.86
Total in yards $1,609.16 1,609.16
In Barns at Coles Ave.
1,474 25-lb., 2^-in. T-rail @ $1.02 1,503.48
$4,477.38
Organization, engineering and incidentals, 15% 671.66
Total cost new $5,149.04
Depreciation, 30% 1,544.70
Total present value $3,604.34
Note.—See Layouts No. 20 and No. 39.
ITEMIZED ESTIMATED COST OF ONE FOOT OF TRACK
STRAP RAIL.
Steel @ 2c per lb. delivered.
Screws @ 41c per gross.
Labor @ 8c per foot.
GIRDER RAIL.
Steel @ $41.00 per long ton.
Fittings @ $41.00 per long ton.
Bonding @ 75c per joint.
Ties, hemlock @ 50c each.
Spikes @ $4.10 per keg.
"T" RAIL.
2f in. T rail @ 2c per lb. delivered.
56 lb., 60 lb. and 75 lb. Rail @ $31.00 per long ton.
Splice bars @ $41.00 per long ton.
Spikes for 2f in. rail @ $4.10 per keg of 600.
Spikes for other rail @ $4.10 per keg of 375.
Bolts and nuts @ 5c per lb.
Ties, hemlock @ 50c each, 2 ft. centers.
Bonding @ 75c per joint.
Excavation @ 10c per ft. of track.
Labor @ 10c per ft. of track.
Strap Rail.
T Rail.
T Rail.
T Rail.
Girder Rail.
Height of rail
3J in.
5 in.
4J- in.
4rV in.
2f in.
7 in.
Weight per yard
27 lb.
75 lb.
60 lb.
56 lb.
25 lb.
85 lb
Cost of rails per ft. of track
$0.37
$0,692
$0,589
$0,516 J
?0.340 $
1.037
Wt. of two splice plates per ft. of track.
2.26 lb.
2.13 lb.
2.00 lb.
.481 lb.
.600
Cost of two splice plates per ft. of track.
$ . 041
$ .031
$ .029 J
5 .009 }
Wt. of nuts and bolts per ft. of track. ..
.821 lb.
.821 lb.
.821 lb.
.524 lb. \
$.073
Cost of nuts and bolts per ft. of track. .
$ .011
$ .011
$ 0.11 3
5 .005 J
Cost of bonding per ft. of track
.05
.05
.05
.05
.05
Cost of spikes per ft. of track
.021
.021
.021
.013
.021
Cost of ties per ft. of track
.25
.25
.25
.25
.25
Cost of excavation per ft. of track . . .
.10
.10
.10
. 10
. 10
Cost of labor per ft. of track
.08
.15
. 15
.15
. 15
.15
Cost of incidentals
.10
.10
•10
.10
.10
Total cost per ft. of track
$ .45
$1.42
$1.30
$1.23 $
51.02 $
1.78
H
W
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112 VALUATION—SOUTH CHICAGO CITY RAILWAY.
SECTION 1-E.
SPECIAL WORK IN CAR HOUSES AND YARDS AT EWING
AVENUE.
Inside Buildings.
Total
No. Material. Price Cost
2 Cross-overs $680.00 $1,360.00
2 Turn-outs, girder rail 340.00 680.00
3 Points and mates 115.00 345.00
3 Frogs 45.00 135.00
Outside Buildings.
1 90 degree crossing 165.00 165.00
2 45 degree crossings., 190.00 380.00
5 Turnouts, T-rail, split switch 253.00 1,265.00
Total $4,330.00
Organization, engineering and incidentals, 15% 649.50
Total cost, new $4,979.50
Depreciation, 40% 1,191.80
Total present value $2,987.70
SPECIAL WORK IN CAR HOUSES AND YARDS.
Estimated Cost of Turn-Out—60-lb. Tee Rail, Split Switch.
Material, including switch points, frogs, ground, lever, etc. .$100.00
30 feet of straight track @ $1.30. 39.00
30 feet of curved track @ $1.80 54.00
Bonding, 13 joints @ $0.75 9.75
Labor 50.00
Total $253.00
Estimated Cost of Turn-out, 7-inch Girder Guard.
Material, point, mate and frog. .$160.00
30 feet straight track @ $1.78 53.00
30 feet curved track @ $2.28 68.00
Bonding, 12 joints @ $0.75 9.00
Labor . 50.00
Total $340.00
For cross-over take double cost turn-out $680.00
EXHIBIT II.
ELECTRIC POWER DISTRIBUTION
AND
TELEPHONE SYSTEMS
ELECTRIC POWER DISTRIBUTION SYSTEM. 115
EXHIBIT II.
Electric Power Distribution and Telephone Systems.
COMPRISING THE FOLLOWING DIVISIONS:
Overhead Trolley.
Feeder System.
Telephone System Outside of Buildings.
SUMMARY.
Cost to Con- Present
struct New Value
Overhead trolley $ 45,699.18 $30,607.91
Feeder system 54,872.29 51,643.09
Telephone system 1,118.66 625.37
Total $101,690.13 $82,876.37
116 VALUATION—SOUTH CHICAGO CITY RAILWAY.
TYPES OF OVERHEAD CONSTRUCTION.
Prices Below Are for 12" Ears; For 15" Ears Add 20 Cents for
Each Ear to the Prices Given.
A Iron Pole Cross Span Construction.
2 Trolleys, 2 Tracks.
Cost New
2 pole collars $0.18
2 pole globe strains 60
48 feet span wire 55
2 wood strains 40
2 O. B., or equal, hangers 90
2 trolley ears, 12 in 70
Labor 2.50
$5.83
B Iron Pole Cross Span Construction.
3 Trolleys, 3 Tracks.
Cost New
2 pole collars .$0.18
6 globe strains 1.80
48 feet span wire 55
3 O. B., or equal, hangers 1.35
3 trolley ears, 12 in 1.05
Labor 2.50
' $7.43
C Iron Center Pole Construction.
4 Trolleys, 2 Tracks.
Cost New
1 O. B. bracket for iron pole type "D" $ 7.92
4 Anderson solid hangers 1.52
4 trolley ears, 12 in 1.40
Labor 4.00
$14.84
D Wood Pole Cross Span Construction.
4 Trolleys, 2 Tracks.
Cost New
2 ?d-in.xl2-in. galv. eye bolts $0.24
76 feet span wire 85
3 wood strains 60
4 Anderson solid hangers 1.52
4 trolley ears 1.40
Labor 2.00
$6.61
ELECTRIC POWER DISTRIBUTION SYSTEM. 117
E Wood Pole Cross Span Construction.
4 Trolleys, 2 Tracks.
Cost New
2 ^-in.xl2-in. eye bolts.. $0.24
76 feet span wire 85
2 wood strains 40
4 Anderson solid hangers 1.52
4 trolley ears 1.40
Labor ■ 2.00
$6.41
F Wood Pole Cross Span Construction.
4 Trolleys, 2 Tracks.
Cost New
2 ys-in.xl2-in. eye bolts $0.24
82 feet span wire •. .. .92
2 wood strains 40
4 O. B., or equal, hangers 1.80
4 trolley ears, 12 in 1.40
Labor 2.00
$6.76
G Wood Pole Cross Span Construction.
4 Trolleys, 2 Tracks.
Cost New
2 ^-in.xl2-in: eye bolts $0.24
82 ft span wire 92
3 wood strains 60
4 O. B., or equal, hangers 1.80
4 trolley ears, 12 in. 1.40
Labor 2.00
$6.96
H Wood Pole Cross Span Construction.
4 Trolleys, 2 Tracks.
Cost New
2 $8-in.xl2-in. eye bolts $0.24
82 feet span wire 85
1 globe strain 28
4 O. B., or equal, hangers 1.80
4 trolley ears, 12 in 1.40
Labor 2.00
$6.57
118 VALUATION—SOUTH CHICAGO CITY RAILWAY.
I Wood Pole Cross Span Construction.
2 Trolleys, 2 Tracks.
Cost New
2 ^-in.xl2-in. eye bolts - $0.24
48 feet span wire 55
2 wood strains 40
2 O. B., or equal, hangers 90
2 trolley ears, 12 in .70
Labor 2.00
$4.79
J Wood Pole Cross Span Construction.
2 Trolleys, 2 Tracks.
Cost New
2 ^-in.xl2-in. eye bolts $0.24
48 feet span wire 55
2 wood strains 40
2 Anderson solid hangers 76
2 trolley ears, 12 in 70
Labor 2.00
$4.65
K Wood Pole Cross Span Construction.
2 Trolleys, 2 Tracks.
Cost New
2 ^-in.xl2-in. eye bolts $0.24
48 feet span wire, ^-in., galv 35
2 wood strains 40
2 rubber top hangers 70
2 trolley ears 70
Labor 2.00
$4.39
L Wood Pole Cross Span Construction.
2 Trolleys, 2 Tracks.
Cost New
2 ^-in.xl2-in. eye bolts $0.24
48 feet span wire 55
2 O. B., or equal, hangers 90
2 trolley ears 70
Labor 2.00
$4.29
ELECTRIC POWER DISTRIBUTION SYSTEM. 119
M Wood Pole Cross Span Construction.
2 Trolleys, 2 Tracks.
Cost New
2 ^8-in.xl2-in. eye bolts $0.24
48 feet span wire 55
2 Anderson solid hangers 76
2 trolley ears 70
Labor 2.00
$4.25
N Wood Pole Cross Span Construction.
2 Trolleys, 2 Tracks.
Cost New
2 ^g-in.xl2-in. eye bolts $0.24
48 feet span wire 55
1 wood strain 20
2 O. B., or equal, hangers 90
2 trolley ears, 12 in. 70
Labor 2.00
$4.59
O Wood Pole Cross Span Construction.
2 Trolleys, 2 Tracks.
Cost New
2 ^g-in.xl2-in. eye bolts $0.24
48 feet span wire .55
1 wood strain 20
2 Anderson solid hangers 76
2 trolley ears 70
Labor 2.00
$4.45
P Wood Pole Cross Span Construction.
1 Trolley, 1 Track.
Cost New
2 ^-in.xl2-in. eye bolts $0.24
48 feet span wire 55
2 wood strains 40
1 O. B., or equal, hanger 45
1 trolley ear 35
Labor 2.00
$3.99
120 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Q Wood Pole Cross Span Construction.
2 Trolleys, 2 Tracks (Feed Span).
Cost New
2 5^-in.xl2-in. eye bolts $0.24
36 feet No. 1/0 solid copper wire 1.47
19 feet span wire 21
2 wood strains 40
4 trolley ears, 12 in 1.40
1 brass stud bolt 15
Labor 2.00
$5.87
Scrap value $1.45
R Wood Pole Cross Span Construction.
2 Trolleys, 2 Tracks (Feed Span).
Cost New
2 y£-in.xl2-in. eye bolts $0.24
36 feet No. 1/0 solid copper wire 1.47
19 feet span wire 21
2 wood strains 40
2 bronze feeder hangers 1.14
2 trolley ears, 12 in 70
Labor 2.00
$6.16
Scrap value $2.00
S Wood Pole Cross Span Construction.
1 Trolley, 1 Track (Feed Span).
Cost New
2 ys-in.xl2-in. eve bolts... $0.24
36 feet No. 1/0 solid copper wire 1.47
19 feet span wire 21
2 wood strains 40
2 trolley ears ' 70
1 stud bolt 15
Labor 2.00
$5.17
Scrap value. ... $1.25
ELECTRIC POWER DISTRIBUTION SYSTEM. 121
T Wood Pole Cross Span Construction.
1 Trolley, 1 Track.
Cost New
2 y£-in.xl2-in. eye bolts .$0.24
48 feet span wire 55
2 wood strains 40
1 O. B., or equal, hanger 45
1 trolley ear, 12 in 35
Labor 2.00
$3.99
U Wood Pole Cross Span Construction.
2 Trolleys, 2 Tracks (Feed Span).
Cost New
2 in.xl2-in. eye bolts $0.24
48 feet span wire 55
51 feet No. 1/0 solid copper wire 2.65
2 O. B., or equal, hangers 90
2 trolley feed ears 70
2 wood strains 40
Labor 2.00
$7.44
Scrap value $1.75
V Iron Center Pole Construction.
4 Trolleys, 2 Tracks (Feed Tap).
Cost New
1 O. B. bracket for iron poles, Type D $ 7.92
18 feet No. 1/0 copper wire R. C 1.41
5 feet 1 in. loom 50
4 Anderson solid hangers 1.52
4 trolley ears 1.40
Labor 4.00
§> $16.75
Scrap value $1.00
\
UNIT POLE COSTo
to
to
Wood Poles
TOTAL COST
Diam.
of top
Inches.
Length
in Feet.
Price.
Cost of
Labor.
r
Heeled
and
Breasted.
Set in
barrels.
Set in
Rock.
Set in
1 yd. Con.
With
S. P. Brace
Scrap
Value.
7
30
$5.20
$2.80
$8.75
$9.50
$10.00
$11.50
$9.00
$1.00
7
35
8.10
2.90
11.75
12.00
13.00
14.50
12.50
1.00
8
40
11.45
3.05
15.20
15.50
16.50
18.00
16.00
1.00
8
45
15.10
3.25
19.10
19.35
20.35
21.85
19.85
1.00
8
50
15.40
3.60
19.75
20.00
21.00
22.50
20.50
1.00
8
55
17.60
4.00
22.35
22.60
23.60
25. 10
22.10
1.00
Iron
Poles
Size
Length
Weight
Price
Cost
Cost Set in 1 yd.
Scrap
Inches.
Feet.
Pounds.
per lb.
Pole only.
Concrete.
Value.
6-7-8
30
1322
3J cts.
$46.27
$55.00
$4.95
6-7-8
35
1479
3^ cts.
51.76
61.00
5.55
5-6-7
30
1100
3§ cts.
38.50
46.75
4.15
5-6-7
35
1220
3^ cts.
42.70
51.25
4.55
4-5-6
30
525
3^ cts.
18.37
25.18
1.97
4-5-6
25
450
3^ cts.
15.75
22.37
1.69
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ELECTRIC POWER DISTRIBUTION SYSTEM. 123
OVERHEAD TROLLEY CONSTRUCTION.
The inspection of the overhead work has been made by going
over the entire system and inspecting and listing in detail all over¬
head material.
The dates of installation of materials have been obtained partly
from records and partly from the foremen and workmen concerned
in the erection of the line. In every case dates have been verified
as far as possible by inspection.
The results of our examination of the span equipment indicate
that it is maintained in a condition averaging 25% depreciation.
Trolley Wire Data.
Cost per pound of trolley wire 16.6c
Weight per foot of new No. 1 trolley wire 2531b.
Cost per foot of new No. 1 trolley wire, allowing 1% for
sag 4.24c
Weight per foot of new No. 0 trolley wire 320 lb.
Cost per foot of new No. 0 trolley wire, allowing 1% for
sag 5.36c
Average reduction of cross section of trolley wire in
terms of total cross section of wire—determined by
micrometer measurements .098
Price per pound of scrap trolley wire 10c
Weight per foot of scrap No. 1 trolley wire * 2991b.
Price per foot of scrap No. 1 trolley wire, allowing 1%
for sag 2.31c
Weight per foot of scrap No. 0 trolley wire 289 lb.
Price per foot of scrap No. 0 trolley wire, allowing 1%
for sag 2.91c
Owing to the fact that headways could not be obtained over
Indianapolis avenue and Coles and Yates Avenues north of Sev¬
enty-fifth Street, this trolley wire was depreciated by inspection as
follows:
Indianapolis Avenue 15%
Coles and Yates Avenues 30%
The length of life of No. 1 trolley is taken as 1.315 years per
minute of headway of 18 hours.
This value has been obtained by the reduction of data regard¬
ing trolley already renewed, and inspection of condition of that
still in service.
The length of life of No. 0 trolley is taken as 1.972 years per
minute of headway.
The average length of life of a cedar pole was determined from
pole renewals and inspection of poles in place to be 22 years.
Joint ownership of poles and span with other companies was
investigated in detail and allowance made for outside ownership.
SECTION 2-A
OVERHEAD TROLLEY CONSTRUCTION.
SUMMARY.
Location.
Cost
Scrap.
Deprecia¬
Present
Street
From
To
Miles*
New.
Value.
tion.
Value
Madison Ave
. Loop
64th St
.333
$1,948.45
$220.42
$511.18
$1,437.
27
64th St
.Jefferson Ave. .
Stonv Island Ave.
. 120
852.43
97.61
208.27
644.
16
Stony Island Ave..
.64th St
Cen. Pole Con. .
.243
978.53
178.30
189.56
788.
97
Stony Island Ave.
.67th St
72nd St
.639
2,858.94
.382.94
347.06
2,511.
88
Stony Island Ave.
.Cen. Pole Con.
.79th St
-.867
2,314.58
392.62
706.45
1,608.
13
79th St
. Stony I Ave.. .
. Exchange Ave.
2.063
3,963.95
884.12
1,297.27
2,666.
18
Exchange Ave....
.79th St
.83rd St
.686
1,337.03
287.49
456.74
880.
29
Commercial Ave. .
.85th St
.87th St
.360
532.06
122.97
272.93
259.
13
Commercial Ave. .
.87th St
.92nd St
.684
1,241.56
254.57
322.38
919.
18
92nd St.
.Commercial Ave. .Harbor Ave..
.640
3,763. 11
473.00
527.45
3,235.
66
Buffalo Ave
,92nd St
,87th St
. 168
1,182.66
255.06
359.52
823.
14
Superior Ave
.87th St
. 83rd St
.586
1,130. 19
222.15
514.47
615.
72
Ontario Ave
.83rd St
.79th St
.441
889.73
188.44
397.65
492.
08
79th St.
. Ontario Ave ..
. Coles Ave
. 131
227.94
55.47
98.56
129.
38
Coles Ave
.Cheltenham PI. 75th St
.838
1,570.21
354.68 .
540.62
1,029.
59
75th St
. Stony I. Ave. . .
Manhattan Beach 1 .445
3,022.67
634.05
1,450.51
1,572.
16
Coles Ave
.75th St
.WaterWorks. .
1.008
1,763. 15
376.49
680.73
1,082.
42
70th St
. Yates Ave. . ..
. Stony Island Ave.
.505
315.00
36.00
50.22
264.
78
Ewing Ave
.93rd St
.106th St
1.473
4,589.05
1,129.06
1,342.36
3,246,
69
106th St
.Ewing Ave. ..
.State Line
1.678
1,396.48
274.49
552.76
843.
72
Indianapolis Ave .
. 106th St
. Ewing Ave. . . .
.882
1,563.48
356.28
528.09
1,035.
39
106th St
Ewing Ave. . .
.Torrence Ave. .
1.799"
1,693.07
281.41
804.65
888.
42
Torrence Ave. and
Commercial Ave.
.106th St
.92nd St.
1.989
3,428.29
713.23
1,578.56
1,849.
73
Total $39,738.41 $7,928.11 $13,122. 85 $26,615. 58
Add 15% for organization, engineering and incidentals ..... 5,960.77 1,189.21 1,968.44 3,992.33
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19.578 $42,562.56 $8,170. 45 $13,738.49 $28,824.07 <
Deduct for jointly owned materials. .. 2,824.15 242.34 615.66 2,208.49
Total.. $45,699.18 $9,117.32 $15,091. 27 $30,607.91
* Miles of double track except on 106th St. from Ewing Ave. to Torrence Ave.
DEDUCTION FROM VALUATION FOR
POLES
OUTSIDE INTEREST IN JOINTLY OWNED
AND SPANS.
Material.
1-40-ft. cedar pole..
10-30-ft. iron poles. .
1-30-ft. iron pole.. .
1-40-ft. cedar pole.
5 sets B-15
22-40-ft. cedar poles
21-30-ft. cedar poles
8 sets Class E-15. . .
5 sets Class F-15.
2 sets Class XJ-15 - . .
31-30-ft. iron poles. .
2—35-ft. iron poles. .
2-45-ft. cedar poles
3-35-ft. cedar poles
33 sets C-12
4 sets V-12
6-30-ft. cedar poles
88-35-ft. cedar poles
13 sets D-15
35 sets H-15
4 sets U-15
4 buck arms.
1-45-ft. cedar pole.
2-50-ft. cedar poles
6-55-ft. cedar poles
Outside
Outside
Outside
Outside
Location.
Interest in
Interest in
Interest in
Interest in
Cost, New.
Scrap Value.
Depreciation.
Present Value.
Sec. No.
1. .
$7.60
$0.50
$0.63
$6.96
" No.
2. .
233.75
20.75
63.90
169.85
" No.
2. .
27.50
2.47
1.87
25.62
" No.
2. .
13.50
.75
1. 14
12.36
" No.
2. .
20.07
5.01
15.06
■" No.
3. .
297.00
16.50
53.28
243.70
" No.
3. .
99.75
10.50
16.95
82.79
" No.
3. .
28.84
7.21
21.63
" No.
3. .
18.90
4.72
14. 18
" No.
3. .
7.84
1.75
1.52
6.32
" No.
4. .
852.50
76.72
58. 17
794.32
" No.
4. .
61.00
5.55
5.91
84.58
" No.
4. .
27.53
7.80
4.33
23. 19
" No.
4. .
16.50
1.50
3.45
3.05
" No.
4. .
244.86
61 .21
183.64
" No.
4. .
33.50
2.00
10.85
23.62
" No.
5. .
26.25
3.00
3.00
23.25
" No.
5. .
517.00
44.00
255.42
261.58
" No.
5. .
48. 16
12.04
36. 12
i; No.
5. .
128.97
52.24
96.73
" No.
5. .
15.68
3.50
3.04
12.63
" No.
5. .
1. 10
.55
.55
u No.
19. .
9.55
2.60
11.25
8.30
" No.
19. .
19.75
8. 10
2.09
17.65
" No.
19. .
67.05
34.35
5.88
61. 16
$2,824.15
$242.34
$615.66
$2,208. 49
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126 VALUATION—SOUTH CHICAGO CITY RAILWAY.
INDEX OF SECTION NUMBERS
St. Line
Section
Number.
1
3
4
5
8
9
10
I"
12
13
14
15
16
• •
17
18
19
Special
Number.
1
2 .
• •
3
4
5
6
8
10
11
12
13
14
15
16
17
18
INCLUDES.
Madison Ave. from Loop to 64th St.
Madison Ave. Loop.
64th St. and Madison Ave.
64th St. from Jefferson Ave .to Stony Island Ave.
64th St. and Jefferson Ave.
64th St. and Stony Island Ave.
Stony Island Ave. from 64th St. to Center Pole
Construction.
Stony Island Ave., Center Pole Construction
from 67th St. to 72nd St.
Stony Island Ave. from Center Pole Construc¬
tion to 79th St.
75th St. and Stony Island Ave.
79th St. and Stony Island Ave.
79th St. from Stony Island Ave. to Exchange
Ave.
79th St. and Exchange Ave.
79th St. and Cheltenham Place.
Cheltenham Place and Coles Ave.
79th St. and Coles Ave.
Exchange Ave. from 79th St. to 83rd St.
83rd St. and Exchange Ave.
85th St. and Commercial Ave.
Commercial Ave. from 85th St. to 87th St.
Commercial Ave. from 87th St. to 92nd St.
92nd St. and Commercial Ave.
92nd St. from Commercial Ave. to Harbor Ave
92nd St. and Buffalo Ave.
92nd St. and Ewing Ave.
Buffalo Ave. from 92nd St. to 87th St.
87th St. and Superior Ave. and Buffalo Ave.
Superior Ave. from 87th St. to 83rd St.
83rd St. and Ontario Ave. and Superior Ave.
Ontario Ave. from 83rd St. to 79th St.
79th St. and Ontario Ave.
79th St. from Ontario Ave. to Coles Ave.
Coles Ave. from Cheltenham Place to 75th St.
75th St. and Coles Ave. and R. R. Ave.
75th St. from Stony Island Ave. to Manhattan
Beach.
Manhattan Beach Loop.
Coles Ave. from 75th St. to Water Works.
Coles Ave. Barns.
71st St. and Yates Ave. and Coles Ave.
70th St. from Yates Ave. to Stony Island Ave.
Ewing Ave. from 93rd St. to 106th St.
ELECTRIC POWER DISTRIBUTION SYSTEM.
127
St. Line Special
Section INCLUDES.
Number. Number.
19 Ewing Ave. Barns.
20 96th St. and Ewing Ave.
21 Ewing Ave. and Indianapolis Ave.
20 . . 106th St. from Ewing Ave. to State Line.
22 106th St. and Ewing Ave.
23 106th St. and Indianapolis Ave. (State Line).
21 . . Indianapolis Ave. from 106th St. to Ewing Ave.
22 ' . . 106th St. from Ewing Ave. to Torrence Ave.
24 106th St. and Torrence Ave.
23 . . Torrence Ave. and Commercial Ave. from 106th
St. to 92nd St.
25 104th St. and Torrence Ave.
26 104th St. and Commercial Ave.
27 100th St. and Commercial Ave.
OVERHEAD TROLLEY CONSTRUCTION.
Madison Ave. from Loop to 64th St. Section No. 1.
Material
Poles.
Trolley Wire
Equipment
Lightning Arrest¬
ers
Trolley Trough..
Splicing ears. .. .
Guy Wire
Strains
Labor on trolley.
When
Cost
Scrap
Deprecia¬
Present
Amount
Kind
Size
Installed
% Dep.
New
Value
tion.
Value.
23
Iron
30ft. 5-6-7
1896
30
$1075.25
$99.45
$292.69 $782.51
2
U
35ft. 5-6-7
1896
30
102.50
9. 10
28.02
74.48
1
U
35ft. 6-7-8
1896
30
61.00
5.55
16.63
44.37
1
Cedar
40 ft.
1906
9
15.20
1.00
1.27
13.93
2
U
30 ft.
1896
58
17.50
2.00
8.37
9. 13
. 623.6 ft
. .118 mi
No. 0
1904
41
33.41
18. 18
6.24
27. 17
990 ft. .
187 mi.
No, 0
1906
20.5
53.06
• 28.80
4.97
48.09
870 ft. .
165 mi.
No. 0
1907
10
46.65
25.39
2. 12
44.53
7 sets
A-15
25
43.61
10.90
32.71
1 set
U-15
25
7.94
1.75
1.54
6.40
Special No. 1
25
103.66
12.68
22.74
80.92
Special No. 2
25
79.78
12.48
16.82
62.96
1
Garton
1904
40
4.69
.61
1.63
3.06
2
Garton
1906
20
9.38
1.22
1.63
7.75
1
Shaw
1906
20 •
4.50
.61
.81
3.69
284 ft.
1904
40
142.00
.81
56.80
85.20
4
1904
25
2.00
.80
.40
1.60
225 ft.
Galv.
1904
40
2.75
1. 10
1.65
1
Brooklyn
1904
40
.62
.25
.37
. 118 mi
. @ $25.00 per mi.
1904
41
2.95
• 1.20
1.75
Special No. 1
25
75.00
18.75
56.25
Special No. 2
25
65.00
16.25
48.75
s. c.
Interest.
$1,948.45 $220.42 $511. 18 $1437.27
OVERHEAD TROLLEY CONSTRUCTION.
64th St. from Jefferson Ave.
, to Stony Island Ave.
Section No.
2.
•
When
Cost
Scrap
Deprecia¬
Present
s. c.
Material.
Amount. Kind.
Size
Installed.
% Dep.
New.
Value.
tion.
Value.
Interest
Poles
.... 10 Iron
30 ft. 5-6-7
1896
30
$467.50
$41.50 $127.80 $339.70
i
1
30 ft. 5-6-7
1896
30
46.75
4.15
12.78
33.97
1
30 ft. 6-7-8
1904
71
' 2
55.00
4.95
3.75
51.25
h
1
30 ft. 6-7-8
1896
30
55.00
4.95
15.00
40.00
1 Cedar
40 ft.
1906
9
18.00
1.00
1.53
16.47
i
4
Trolley Wire
1211 ft. 2293 mi.
No. 0
1904
41
64.91
35.24
12.16
52.75
Equipment.
25
40.15
10.03
30.12
1
2
Special No. 3
25
19.96
1.40
4.64
15.32
Special No. 4
25
42.66
4.42
9.56
33.10
Labor on trolley, .2293 mi. @ $25.00 per mi.
1904
41
2.50
1.02
1.48
Special No. 3
25
15.00
3.75
11.25
Special No. 4
25
25.00
6.25
18.75
•
$852.43
$97.61
$208.27
$644.16
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OVERHEAD TROLLEY CONSTRUCTION.
Stony Island Ave. from 64th St. to Centre Pole Construction. Section No. 3.
When
Cost
Scrap
Deprecia¬
Present
s. c.
Material.
Amount.
Kind. Size.
Installed.
% Dep.
New.
Value.
tion.
Value.
Int.
Poles
22
Cedar 40 ft.
1904
19
$396.00
$22.00
$71.67 $324.94
1
4
21
30 ft.
1904
19
199.50
21.00
33.91
165.59
1
2
Trolley Wire
4475 ft.
.847 mi. No. 0
1904
41
239.86
130.22
44.95
194.91
Equipment
. 8 sets
Class E-15
25
57.68
14.42
43.26
J
5 sets
Class F-15
25
37.80
9.45
28.35
i
2 sets
Class U-15
25
15.68
3.50
3.04
12.64
i
Lightning Arrest
ers
1
Ajax
1904
40
4.50
.61
1.55
2.95
1
Garton
1904
40
4.69
.61
1.63
2.45
Extra ears
2
15"
1904
25
1.10
.36
. 13
.97
Buck Arms.....
1
Oak 4"x4"x2 ft.
1904
19
.55
. 14
.41
Labor on trolley
.847 mi. @ $25.00 per mi.
41
21.17
, 8.67
12.50
$978.53 $178.30 $189.56 $788.97
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OVERHEAD TROLLEY CONSTRUCTION.
Stony Island Ave. Centre Pole Construction from 67th St. to 72nd St. Section No. 4.
/
When
Cost
Scrap
Deprecia¬
Present
s. c.
Material. Amount. Kind.
Size. Installed.
% Dep.
New.
Value.
tion.
Value.
Interest,
Poles
.31 Iron
30 ft. 6-7-8
1905
7.5
$1705.00
$153.45
$116.35 $1588.65
1
2 "
35 ft. 6-7-8
1905
7.5
122.00
11.10
13.54
108.46
i
2 Cedar
45 ft.
1904
16.6
36.70
2.00
5.78
30.92
i
3
35 ft.
1903
23
33.00
3.00
6.90
26.10
i
Trolley Wire ...
.6755 ft. 1.279 mi.
No. 0
1905
30.5
362.06
196.51
50.47
311.59
Equipment
.33 sets. C-12
25
489.72
122.43
367.29
i
4 sets V-12
25
67.00
4.00
19.75
47.25
i
Splicing ears . . .
.16
25
8.00
3.52
1.12
6.88
Brooklyn Ins. . .
. 2
25
1.24
.31
.94
Guy Wire
200 ft.
1905
30
2.25
.67
1.58
Labor on trolley
1.279 mi. @ $25.00 per mi.
30.5
31.97
9.75
22.22
. $2,858.94$373.64 $347.06$2,511.88
OVERHEAD TROLLEY CONSTRUCTION.
Stony Island Ave. from Centre Pole Construction to 79th St. Section No. 5.
When Cost_
Material. Amount. Kind. g Size. Installed. % Dep. New."
Poles 6 Cedar -30ft. 1905 13 $52.50
1 " 30 ft. 1905 13 8.75
2 " 30 ft. 1906 9 17.50
1 " 30 ft. 1893 68 8.75
88 " 35 ft. 1896 54 1,034.00
4 " 35 ft. 1906 9 47.00
Stubs 3 " 1900 36 9.00
Trolley Wire 8303 ft. 1.572 mi. 1-0 1905 7 445.05
860 ft. .162 mi. 1-0 1905 30.5 46.10
Equipment 13 sets D-15 25 96.33
35 sets H-15 25 257.95
4 sets U-15 25 31.36
Special No. 5 . 25 63.91
Special No. 6 25 72.52
Lightning Arrest¬
ers 1 Wurtz 1900 80 4.69
Guy Wire 200 ft. ^ in. 1900 80 2.25
Globe Stains ... .2 1900 50 .56
Buck Arms 4 Oak 4"x4"x2 ft. 1900 50 2.20
Anchors 3 1900 36 15.00
Labor on trolley, 1.474 mi. @ $25.00 per mi. 1905 7 39.16
Special No. 5 25 30.00
Special No. 6 25 30.00
Scrap ^3 §Deprecia-^ Present S. C.
Value. J tion. Value. Interest.^
$6.00
1.00
. 2.00
1.00
88.00
4.00
241.61
25.02
7.00
9.92
6.46
.61
$6.00
1.00
1.40
5.25
510.84
3.87
3.24
14.24
6.43
24.08
64.48
6.09
13.50
16.51
3.20
1.80
.28
1.10
5.40
2.74
7.50
7.50
$46.50
7.75
16. 10
3.50
523.16
43. 13
5.76
430.81
39.67
72.25
193.47
25.27
50.41
56.01
1.49
.45
.28
1.10
9.60
36.42
22.50
22.50
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2
1
2
1
2
1
2
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$2,314.58 $392.62 $706.45 $1,608.13
I
OVERHEAD TROLLEY CONSTRUCTION
79th
St. from
Stony Island Ave.
to Exchange
Ave.
Section^ No
i.
. 6.
Material
Amount
Kind
Size
When
% Depre¬
Cost
Scrap
Depre¬
Present
Installed
ciation
New
Value
ciation
Value
Poles
98
Cedar
30 ft.
1893
. 68 4
I 857,
50
$98.00
$516.46
$341.
04
76
a
30 ft.
1899
38
665.
00
76.00
253.01
411.
99
13
n
35 ft.
1893
68
152.
75
13.00
95.03
57,
.72
13
u
35 ft.
1906
9
152.
75
13.00
12.57
140,
, 18
Stubs
7
u
1900
36
21.
00
7.56
13.
44
Trolley Wire
17573 ft.
3.328 mi.
No. 0
1893
35.5
941.
,91
511.37
152.84
789.
07
1200 ft.
.227 mi.
No. 1
1893
100
50,
,88
27.72
23.16
27.
,72
3018 ft.
.571 mi.
No. 0
1906
9.5
161.
.76
87.82
7.02
154.
.74
Equipment
. .72 sets
1-15
25
373.
.68
93.42
280.
26
12 sets
R-15
25
78.
; 72
15.00
15.93
62.
79
Special No. 7
25
223
.96
34.30
47.41
176,
,55
Lightning Arresters 10
Garton
1906
20
46
.90
6.10
8.16
38,
,74
1
Ajax
1906
20
4,
.50
.61
.77
3.
,73
Guy Wire
80 ft.
Galv.
1-2 in.
1906
20
2,
.40
.48
1.
,92
516 ft.
Galv.
5-16 in.
1906
20
5,
.80
1.16
4,
.64
Brooklyn Insulators 2
1906
20
1.
.24
.25
.99
Section Insulators
. . 2
1906
20
5
.00
1.20
.76
4,
,24
Anchors
2
1906
10
10
.00
1.00
9.
.00
Labor trolley. . . .
3 328 mi,
. @ $25.00
per mi.
1893
83,
.20
29.53
53.
.67
Special No. 7
25
125
.00
31.25
93.
,75
$3,963.95 $884.12 $1,297.77 $2,666.18
OVERHEAD TROLLEY CONSTRUCTION.
Exchange Ave., from 79th St. to 83rd St. Section No. 7.
"Material Nmount
Kind
Size
"When
% Depre¬
Cost
Scrap
Depre¬
Present
Installed
ciation
New
Value
ciation
Value
Poles
55
Cedar
30 ft.
1893
68
$481.25
$ 55.00
$289.85
$191.40
4
u
30 ft.
1904
19
35.00
4.00
5.89
29.11
2
(I
35 ft.
1904
19
23; 50
2.00
4.08
19.42
3
u
35 ft.
1893
68
35.25
'3.00
21.93
13.32
Stubs
8
1893
68
24.00
16.32
7.68
Trolley Wire.......
5132 ft. .972 mi.
No. 0
1905
14
275.07
149.34
17.60
257.47
1907 ft.
.361 mi.
No. 0
1901
33
102.21
55.49
15.41
86.80
200 ft. .038 mi.
No. 0
1906
9.5
10.72
5.82
.46
10.26
Equipment
10 sets
L-15
25
51.90
12.97
38.93
8 sets
J-15
25
40.40
10.10
30.30
3 sets
Q-15
25
21.45
4.42
17.03
Special No. 8
25
105.41
9.08
24.08
81.33
Lightning Arresters
3
Garton
1903
50
14.07
1.83
6.62
7.45
1
Shaw
1903
50
4.50
.61
1.94
2.56
Splicing ears
6
25
3.00
1.32
.42
2.58
Labor on trolley.—
. 972 mi. at $25.00 per mi
14
24.30
3.40
23.40
20.90
Special No. 8
•
25
85.00
21.25
63.75
$1,337.03 $287.49 $456.74 $880.29
>
OVERHEAD TROLLEY CONSTRUCTION.
Commercial Ave., from 85th to 87th Sts. Section No. 8.
Material
Amount
Kind
Size
When
% Depre¬
Cost
Scrap
Depre¬
Present
Installed
ciation
New
Value
ciation
. Value
Poles
30
Cedar
30 ft.
1893
68
$262.50
$ 30.00
$158.10
$104.40
Trolley wire
3,812 ft.
.721 mi.
No. 1
1893
100
161.62
88.05
73.57
88.05
Equipment
9-sets
1-12
25
43.11
10.77
32.34
1 set
J-12
25
4.65
1.16
3.49
3 sets
K-12
25
13.17
3.29
9.88
2 sets
Q-12
25
11.74
2.50
2.31
9.43
Eightning arresters.
2
Gar ton
1904
40
9.38
1.22
3.26
6.12
Guy wire
200 ft.
5-16 in.
1902
60
2.25
1.35
.90
Brooklyn insulators 1
25
.62
. 15
.47
Section insulators. .
2
25
5.00
1.20
.95
4.05
Labor on trolley.. .
.721 mi. @ $25.00 per mi.
100
18.02
18.02
$532.06
$122.97
$272.93
$259.13
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OVERHEAD TROLLEY CONSTRUCTION. £
Cj
Commercial Ave., from 87th St. to 92nd St. Section No. 9. >
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Material Amount
Kind
Size
When
% Depre
Cost
Scrap
Depre¬
Present
Installed
ciation
New
Value
ciation
Value
Poles
2
Cedar
30 ft.
1900
36
$ 18.00
$ 2.00
$ 5.76
$ 12.24
52
u
30 ft.
1904
18
418.00
52.00
74.88
393.12
8
u
35 ft.
1904
18
96.00
8.00
15.84
80. 16
Trolley wire
6072 ft. 1
.150 mi.
No. 1
1893
100
257.46
140.26
117.20
140.26
400 ft.
.076 mi.
No. 0
1903
23.
5
21 .44
11.64
2.30
19. 14
745 ft.
.141 mi.
No. 0
1907
9
39.93
21.67
1.64
38.29
Equipment
26 sets
1-12
25
124.54
31.13
93.41
3 sets
Q-12
25
17.61
3.75
3.46
14. 15
Special No. 9
25
83.39
13.42
17.49
65.90
Lightning arresters.
3
1904
40
14.07
1.83
4.89
9. 18
Anchors
2
1900
36
10.00
3.60
6.40
Labor on trolley.. .
.1.150 mi. @ $25.00 per mi.
100
28.75
28.75
.076 mi.
@ $25.00 per mi.
23.
5
1.90
.42
1.48
.019 mi.
@ $25.00 per mi.
4.
5
.47
.02
.45
Special No. 9
25
60.00
15.00
45.00
■ 1
>1,241.56
$254.57
$322.38
$919.18
OVERHEAD TROLLEY CONSTRUCTION
92nd St., Commercial Ave. to Harbor Ave. Section No. 10.
Material Amount Kind
Size When
% Depre¬
Cost
Scrap
- Depre¬
Present
Installed
ciation
New
Value
ciation
Value
Poles
10 Iron
30 ft. 5-6-7 1903
12.
5
$467.50
$ 41.50
$ 53.26
$414.24
23 " •
30 ft. 6-7-8 1906
5
1265.00
113.85
57.55
1,207.45
11
35 ft. 6-7-8 1906
5
671.00
61.05
30.50
640.50
6 Cedar
35 ft. 1893
68
87.00
6.00
55.08
31.92
12
35 ft. 1904
18
174.00
12.00
29. 16
144.84
10
40 ft. 1904
18
180.00
10.00
30.60
149.40
7
1904
18
21.00
3.78
17.22
Trolley wire
3578 ft. .677 mi.
No. 0 1893
100
191.78
104.11
87.67
104.11
600 ft. .113 mi. .
No. 0 1904
36.
5
32. 17
17.46
5.36
26.81
452 ft. .085 mi.
No. 0 1900
72.
5
24.22
13. 15
8.02
16.20
2192 ft. .415 mi.
No. 0 1906
9.
5
117.49
63.78
5. 10
112.39
Equipment
18 sets A-12
25
104.94
26.23
78.71
4 sets R
25
26.24
5.00
5.31
20.93
Special No. 10
25
63.73
12.60
12.78
50.95
Special No. 11
25
95.86
11.30
21. 14
74.72
Trolley trough
186 ft. Oak
50
93.00
46.50
46.50
Brooklyn insulators
2
25
1.24
.31
.93
Section insulators. .
2
y
25
5.00
1.20
.95
4.05
Buck arms
4 Oak
4inx4in.x2ft 1906
9
2.20
.20
2.00
Labor on trolley.. .
.677 mi. $25.00 per mi.
100
16.92
16.92
.113 mi. $25.00 per mi.
36.
5
2.82
1.03
1.79
Special No. 10
25
60.00
15.00
45.00
Special No. 11
25
60.00
15.00
45.00
$3,763.1 1
$473.00
$527.45 $3,235.66
OVERHEAD TROLLEY CONSTRUCTION.
V
Buffalo Ave., from 92nd St. to 87th St. Section No. 11.
Material
Amount
Kind
Size
When
% Depre¬
Cost
Scrap
Depre¬
Present
Installed
ciation
New
Value
ciation
Value
Poles
56 <
Cedar
30 ft.
1899
40
$490.00
$ 56.00
$173.60
$316.40
4
«
30 ft.
1893
68
35.00
4.00
21.08
13.92
1
Iron 35 ft. 8-9-10
1899
22
75.00
7.50
14.85
60.15
Stubs
6
1893
68
18.00
12.24
5.76
Trolley wire
5976 ft.
1.131 mi.
No. 1
1893
95
253.38
138.04
119.07
134.31
500 ft.
.095 mi.
No. 0
1903
21
26.80
14.55
2.57
24.23
294 ft.
.055 mi.
No. 0
1907
4.5
15.77
8.55
.28
15.49
294 ft.
.055 mi.
No. 0
1899 .
37
15.77
8.55
2.67
13.10
Equipment
, , 15 sets
1-12
25
• 71.85
17.96
53.89
6 sets
K-12
V
25
26.34
6.58
19.76
3 sets
J-15
25
15.15
3.79
11.36
3 sets
Q-15
25
20.01
3.75
4.06
15.95
Special No. 12
25
82.13
9.56
18. 14
63.99
Lightning arresters. 6
Garton
1903
50
28.14
3.36
12.39
15.75
Guy wire
400 ft.
5-16 in.
1903
25
4.50
1.12
3.38
Brooklyn insulators. 4
25
2.48
.62
1.86
Section insulators.
. 2
25
5.00
1.20
.95
4.05
Anchors
3
1899
40
15.00
6.00
9.00
Labor on trolley.. .
.1.131 mi. @ $25.00 per mi
95
28.27
26.86
1.41
.095 mi. @ $25.00 per mi.
21
2.37
.49
1.88
Special No. 12
25
50.00
12.50
37.50
\
$1,182.66
$255.06 $359.52 $823.14
OVERHEAD" TROLLEY CONSTRUCTION.
Superior
Ave.,
from 87th
St. to .
83rd St.
Section
No.
12.
Material
Amount
Kind
Size
When
% Depre¬
Cost
Scrap
Depre¬
Present
Installed
ciation
New
Value
ciation
u Value
Poles
50
Cedar 30 ft.
1893
68
$437.50
$ 50
.00
$263.
50
$174.00
3
30 ft.
1900
36
26.25
3
.00
8.
37
17.88
4
«
35 ft.
1893
68
47.00
4
.00
29.
24
17.76
4
u
25 ft.
1893
68
22.00
4
.00
12.
24
9.76
Stubs
2
u
1893
68
6.00
4.
08
1.92
Trolley wire
4883 ft. .925 mi.
No. 1
1893
95
207.04
112
.79
89.
54
117.50
1300 ft. .246 mi.
No. 0
1906
8.5
69.68
37
.83
2.
71
66.97
Equipment
7 sets
J-15
1905
25
35.35
8.
84
26.51
•
6 sets
L-12
1899
25
25.74
6.
44
19.30
9 sets
L-15
1899
25
42.21
10.
55
31.66
2 sets
Q-15
1899
25
13.34
2
.50
2.
73
10.61
Special No. 13
1906
25
83.67
6
.20
19.
37
64.30
Lightning arresters. 3
Garton
1903
50
14.07
1
.83
6.
12
7.95
'Guy wire
100 ft.
5-16 in.
1900
60
1.12
67
.45
Buck arms. ....'.
2
Oak
4 in.x4 in.x2ft 1893
68
1.10
75
.35
Anchors
.4
1893
68
20.00
13.
60
6.40
Labor on trolley.
. . .925 mi.
@ $25.
00 per mi.
95
23. 12
21.
97
1. 15
Special No. 13
25
55.00
,
13.
75
41.25
$1,130.19
$222.15 $514.47 $615.72
OVERHEAD TROLLEY CONSTRUCTION
Ontario Ave.,
83rd St.
to 79th
St.
Section No.
13.
Material
Amount
Kind
Size
When % Depre-
Cost
Scrap
Depre-
Present
f
Installed
ciation
New
Value
1 ciation
Value
Poles
.46
Cedar
30 ft.
1893
68
$402.
50 $
46.00
$242.
42
$160.08
2
u
30 ft.
1900
36
17.
50
2.00
5.
58
11.92
2
a
30 ft.
1906
9
17.
50
2.00
1.
39
16.11
Stubs
2
a
1893
68
6.
00
4.
08
1.92
Trolley wire
3775 ft. .
713 mi.
No. 1
1893
95
160.
06
87.20
69
.22
90.84
900 ft. .
170 mi.
No. 0
1900
34
48.
24
26. 19
7.
.49
40.75
600 ft. .
114 mi.
No. 0
1903
21
32.
16
17.46
3.
.08
29.08
Equipment
, 6 sets
M-12
1905
25
25.
50
6,
,37
19. 13
13 sets
L-15
1894
25
60.
97
15
.24
45.73
2 sets
Q-12
1894
25
13.
34
2.50
2,
.71
10.63
Special No. 14
1907
25
44.
38
4.48
9
.97
34.41
Lightning arresters.
1
Ajax
1903
50
4.
50
.61
1
.94
2.56
Anchors
2
1900
36
10.
00
3
.60
6.40
Labor on trolley. . .
.713 mi.
. @ $25.00
» per mi.
95
17.
82
16,
.93
.89
.170 mi.
. @ $25.00 per mi.
34
4.
26
1
.38
2.88
Special No. 14
25
25.
00
6
.25
18.75
$889.73
$188.44
$397.65 $492.08
OVERHEAD TROLLEY CONSTRUCTION
79th St.,
from Ontario Ave.
to Coles Ave,
. Section
No. 14.
Material Amount
Kind
Size
When
% Depre¬
Cost
Scrap
Depre¬
-
Installed
ciation
New
Value
ciation
Poles 12
Cedar
30 ft.
1893
68
$105.00 $
12.00 $
63.24
Trolley wire 1382 ft.
.262 mi.
No. 0
1907
6.6
74.07
40.21
22.34
Equipment 5 sets
1-15
25
25.95
6.49
1 set
Q-15
25
6.67
1.45
1.30
Lightning arresters. 1
Garton
1901
70
4.69
.61
2.86
Section insulators. . 2
1903
50
5.00
1.20
1.90
Labor on trolley..'. . 262 mi. @ $25.00 per mi.
6.6
6.56
.43
$227.94
$ 55.47
$ 98.56
OVERHEAD TROLLEY CONSTRUCTION.
Coles Ave., from Cheltenham PI. to 75th St. Section Noi 15.
Material Amount Kind
Size
When
% Depre¬
Cost
Scrap
Depre¬
Present
Installed
ciation
New
Value
ciation
Value
Poles
48 Cedar
30 ft.
1893
68
$420.00
$ 48.00
$252.96
$167.04
4
30 ft.
1902
27
35.00
4.00
8.37
26.63
13 "
30 ft.
1894
63.6
113.75
13.00
64.08
49.67
4
35 ft.
1894
63.6
47.00
4.00
27.35
19.65
1
40 ft.
1906
9
15.25
1.00
1.28
13.97
Trolley wire
5994 ft. 1.135 mi.
No. 0
1902
39.5
320.27
174.42
57.61
262.66
2861 ft. .541 mi.
No. 0
1906
16
153.34
83.25
11.21
142.13
Equipment
4 sets Q-15
25
26.68
5.80
5.22
21.46
22 sets 1-15
25
114.18
28.54
85.64
Special No. 15
25
152.30
18.18
33.53
118.77
Lightning arresters.
3 Garton
1903
50
14.07
1.83
6.12
7.95
Section insulators. .
1903
50
5.00
1.20
1.90
3.10
Labor on trolley.. . .
1.134 mi. @ $25.00
per mi.
39.5
28.37
11.20
17.17
Special No. 15
25
125.00
31.25
93.75
$1,570.21
$354.68 $540.62 $1,029.59
OVERHEAD TROLLEY CONSTRUCTION.
75th St., from Stony Island Ave. to Manhattan Beach. Section No. 16.
Material
Amount
Kind
Size
When
% Depre¬
Cost
Scrap
Depre¬
Present
•
Installed
ciation
New
Value
ciation
Value
Poles ,
153
Cedar
30 ft.
1894
63
$1,530.00
$153.00
$867.51
$662.49
2
u
30 ft.
1906
9
2.00
2.00
1.62
18.38
4
35 ft.
1900
36
52.00
4.00
17.28
34.72
Trolley wire. ,
14826 ft. 2.
808 mi.
No. 0
1904
100
794.67
431.44
363.23
431.44
436 ft. .
,082 mi.
No. 0
1896
46
23.37
12.68
10.95
12.42
Equipment ,
. 9 sets
Q-15
25
60.03
13.05
11.74
48.29
6 sets
Q-12
25
35.22
8.70
6.63
28.59
62 sets
N-15
25
309.38
77.34
232.04
Special No,
. 16
25
55.53
4.94
12.65
42.88
Lightning arresters.
3
Garton
1903
50
14.07
1.83
6.12
7.95
1
Ajax
1903
50
4.50
.61
1.94
2.56
Section insulators. .
3
25
7.50
1.80
1.42
6.08
Buck arms
4
Oak 4in.x4in.x2ft
1894
63
2.20
1.38
• .82
Lamp clusters
6
5 lamp
1906
50
12.00
6.00
6.00
Labor on trolley.. . .
2.808 mi. (c
^ $25.00
per mi.
100
70.20
70.20
Special No.
16
•
25
50.00
12.50
37.50
$3,022.67
$634.05 J
$1,450.51
$1,572.16
4^
OVERHEAD TROLLEY CONSTRUCTION. <
>
Coles Ave., and Yates Ave. from 75th St. to Water Works. Section No. 17. S
>
Material. Amount. Kind. When % Deprecia- Cost Scrap Deprecia- Present H
Size. Installed. tion. New. Value. tion. Value. »—i
o
Poles 97 Cedar 30ft. 1893 68 $848.75 $ 97.00 $511.19 $337.56 2
1 " 35ft. 1894 63 11.75 1.00 6.77 4.98 ^
Trolley wire 354 ft. .067 mi. No. 0 25 18.97 10.30 2.17 16.80 O
9509 ft. 1.801 mi. No. 1 1893 25 403.18 219.66 45.88 357.30 ^
1151ft. .218 mi. No. 0 1904 30 61.59 33.49 8.43 53.16 a
Equipment 20 sets K-12 25 87.80 21.95 65.85 _
14 sets L-15 25 65.66 16.41 49.25 a
3 sets Q-12 25 17.61 4.35 3.31 14.30 £
Special No. 17 25 31.56 3.72 6.96 24.60 >
Special No. 18 25 53.22 3.33 12.47 40.75 §
Lightning arresters. 4 Garton 1903 50 18.76 2.44 8.16 10.60
Guy wire 270 ft. 5-16 in. 1903 50 3.04 1.52 1.52
Brooklyn insulator. 1903 50 1.24 .62 .62
Section insulators. . 1905 30 5.00 1.20 1.14 3.86
Labor on trolley.... 1.801 mi. @ $25.00 per mi. 25 45.02 11.25 33.77 >
Special No. 17 25 40.00 10.00 30.00
Special No. 18 25 50.00 12.50 37.50 ^
>
,763.15 $376.49 $680.73 $1,082.42 ^
o
t—t
H
OVERHEAD TROLLEY CONSTRUCTION.
70th St., from Yates Ave. to Stony Island Ave. Section No. 18.
Material.
Poles.
Amount.
. .36
Kind.
Cedar
Size.
30 ft.
When % Deprecia- Cost
Installed. tion. New.
Scrap
Value.
Deprecia¬
tion.
Present
Value.
1904 18 $315.00 $36.00 $50.22 $264.78
Material.
Poles.
OVERHEAD TROLLEY CONSTRUCTION
Stubs.
Ewing Ave.
from 93rd
St. to
106th St. Section No.
19.
When
Cost.
Scrap. .
Deprecia¬
Present
s. c.
Amount.
Kind.
Size.
Installed.
% Dep.
New.
Value.
tion.
Value.
Interest,
51
Cedar
30 ft.
1893
68
$446.25
$51.00 $268.77 $177.48
23
u
30 ft.
1896
54
201.25
23.00
96.25
105.00
6
((
30 ft.
1904
18
52.50
6.00
8.37
44. 13
2
u
30 ft.
1907
41
17.50
2.00
.69
16.81
1
a
35 ft.
1893
68
11.75
1.00
7.31
4.44
10
a
35 ft.
1896
54
117.50
10.00
58.05
59.45
3
a
35 ft.
1904
18
35.25
3.00
5.80
29.45
68
(i
45 ft.
1905
13
1,298.80
68.00
170. 13 1,
,128.67
1
a
45 ft.
1904
18
19. 10
2.00
2.50
16.60
i
2
u
50. ft.
1904
18
39.50
16.20
4.19
35.31
i
6
u
55 ft.
1904
18
134.10
68.70
11.77
122.33
i '
8
u
1896
54
24.00
12.96
11.04
Material. Amount. ' Kind. Size.
Trolley Wire .... 16304 ft. 3.088 mi. No. 0
1754 ft. .332 mi. No. 0
426 ft. .081 mi. No. 0
241 ft. .045 mi. No. 0
Equipment 67 sets 1-12
70 sets R
Special No. 19
Special No. 20
Special No. 21
Lightning Arrest¬
ers 7 Gar ton
8
Splicing ears .... 1
Guy wire 200 ft. 5-16 in.
Brooklyn Insula¬
tors 1
Anchors 2
Buck Arms 14 Oak 4"x4"x2 ft.
Arc Lamp 1 A. B.
Labor on trolley, 3.088 mi. @ $25.00 per mi.
Special No. 19
Special No. 20
Special No. 21
% Dep.
Cost
New
Scrap
Value
Deprecia- Present S. C.
tion. Value Interest
9.
5
873.89
474.44
379.47
494.42
56.
5
94.01
51.04
24.27
69.74
9.
5
22.84
12.39
.99
21.85
19
12.92
7.01
1.12
11.80
25
320.93
80.23
240.70
25
45.92
8.75
9.28
38.64
25
265.98
20.87
61.28
204.70
25
18.83
1.40
4.36
14.47
25
26.61
3.59
5.75
20.86
50
32.83
4.27
14.28
18.55
40
37.52
4.88
13.05
24.47
25
.50
.22
.07
.43
50
2.25
1.13
1.12
30
.62
. 19
.43
36
10.00
3.60
6.40
68
7.70
5.23
2.43
30
16.00
.50
4.65
11.35
9.
5
77.20
7.33
69.87
25
275.00
58.75
206.25
25
20.00
5.00
15.00
25
30.00
7.50
22.50
$4,589.05$840.26 $ 1,342.36$3,246.69
OVERHEAD TROLLEY CONSTRUCTION.
106th
St., Ewing Ave.
to State
Line.
Section
No. 20.
Material. Amount.
Kind.
Size.
When
% Dep.
Cost
Scrap
Deprecia¬
Present
Installed.
New.
Value.
tion.
Value
Poles
47
Cedar
30 ft.
1893
68
$423.00
$ 47.00
$255.68
$167.32
1
u
30 ft.
1905
13
9.00
1.00
1.04'
7.96
1
a
35 ft.
1893
68
12.00
1.00
7.48
4.52
9
u
35 ft.
1904
18
108.00
9.00
17.82
90.18
3
u
45 ft.
1905
13.6
58.05
2 .DO
7.64
50.41
Stubs
1
u
1893
68
3.00
2.04
.96
1
a
1905
13
3.00
.39
2.61
Trolley wire
5680 ft.
1.076 mi.
No. 1
1893
95
240.83
131.21
104.14
136.69
520 ft.
.098 mi.
No. 0
1904
19
27.87
15.13
2.42
25.45
521 ft.
.098 mi.
No. 0
1900
37.5
27.92
15.16
4. 78
23.14
444 ft.
.084 mi.
No. 0
1905
14
23.80
12.92
1.54
22.26
Equipment
6 sets
K-12
25
26.34
6.58
19.76
1 set
Q-12
25
5.87
1.45
1. 10
4.77
8 sets
1-15
25
41.52
10.38
31.14
9 sets
1-12
25
43.11
10.78
32.33
Special No. 22
25
92.80
14.53
19.57
73.23
Special No. 23
25
33.04
4.39
7. 16
25.88
Lightning arresters. 8
Garton
1904
40
37.52
4.88
13.05
24.47
1
Shaw
1903
50
4.50
.61
1.94
2.56
1
Ajax
1904
40
4.50
.61
1.56
2.94
Guy wire
100 ft
5-16 in.
1903
50
1.12
.56
.56
Brooklyn insulator.
1905
30
.62
.19
.43
Anchors
6
1893
68
30.00
20.40
9.60
Buck arms
4
Oak
4 in.x4 in.x2ft 1893
68
2.20
1.49
.71
Labor on trolley.. .
. 1.074 mi. @ $25.00 per mi.
95
26.85
25.51
1.34
Special No. 22
25
80.00
20.00
60.00
Special No. 23
25
30.00
7.50
22.50
$1,396.48 $268.89 $552.76
$843.72
00
<
>
r*
OVERHEAD TROLLEY CONSTRUCTION. >
•—i
Indianapolis Ave., from 106th St. to Ewing Ave. Section No. 21. g
1
GO
o
a
x
o
X
i—i
o
>
o
O
O
1-4
H
Kj
X
>
,563.48 $356.28 $528.09 $1,035.39 P
>
Material.
Amount.
Kind.
Size.
When
% Dep.
Cost
Scrap
Deprecia¬
Present
Installed.
New.
Value.
tion.
Value.
Poles
76
Cedar
30 ft. *
1895
59
$684.00'
$ 76.00
$358.72
$325.28
8
u
35 ft.
1895
59
96.00
8.00
51.92
44.08
Stubs
8
u
1895
59
24.00
14.16
9.84
Trolley wire. . . .
2314 ft. 1.764 mi.
No. 0
1905
15
499.23
271.03
39.23
46.00
Equipment
... 7 sets
K-12 '
25
30.73
7.68
23.05
10 sets
J-15
25
50.50
12.62
37.88
24 sets
1-12
25
114.96
28.74
86.22
1 set
R
25
6.56
1.25
1.32
5.24
Guy wire
800 ft.
5-16 in.
1903
50
9.00
4.50
4.50
Buck arm
5
1895
59
4.40
2.59
1.81
Labor on trolley.
. . . 1.764 mi. @ $25.00
per mi.
15
44.10
6.61
37.49
OVERHEAD TROLLEY CONSTRUCTION.
106th St., from Ewing Ave. to Torrence Ave. Section No. 22.
Material Amount Kind Size When % Cost Scrap Depre- Present
Installed Dep. New Value ciation Value
Poles 90 Cedar 30 ft. 1893 68 $810.00 $ 90.00 $489.60 $320.40
4 " 30ft. 1902 27 36.00 4.00 8.64 27.36
6 " 30 ft. 1905 13 54.00 6.00 6.24 47.76
9 " 35 ft. 1893 68 108.00 9.00 67.32 40.68
3 " 35 ft. 1902 27 36.00 3.00 8.91 27.09
Stubs 4 " 1905 13 12.00 1.56 10.44
Trolley wire 6223 ft. 1.679 mi-. No. 1 1893 95 263.85 143.85 114.10 149.75
653 ft. .124mi. No. 0 1905 12.5 35.00 19.00 2.00 33.00
Equipment 50 sets T-12 25 199.50 49.87 149.63
2 sets. S-12 25 10.34 2.50 1.96 8.38
Special No. 24 25 38.64 2.94 8.92 29.72
Lightning arresters, i Garton 1905 30 4.69 .61 1.22 3.47
1 . Shaw 1905 30 4.50 .61 1.16 3.34
Globe strains 4 25 1.12 .28 .84
Guywire ...,400ft. Jin. 1905 30 3.04 .91 2.13
Section insulator. ..1 1905 50 2.50 .60 .95 1.55
Buck arms 8 Oak 4in.x4in.x2 ft 1893 68 4.40 3.00 1.40
Labor on trolley.... 1.679 mi. @ $25.00 per mi. 95 29.47 28.00 1.47
Special No. 24 25 40.00 10.00 30.00
$1,693.07 $281.41 $804.65
$888.42
OVERHEAD TROLLEY CONSTRUCTION.
Or
O
Torrence Ave. and Commercial Ave. from 106th St. to 92nd St. Section No. 23.
Material
Amount
Poles 163
5
5
6
12
2
Stubs 4
1
Trolley wire 1400 ft.
850 ft.
18188 ft.
175 ft.
164 ft.
240 ft.
Equipment 50 sets
8 sets
25 sets
7 sets
Special
Special
Special
Lightning arresters. 5
1
Splicing ears 9
Guy wire 1.30 ft.
Kind
Cedar
.265 mi.
.161 mi.
3.444 mi.
.033 mi.
.031 mi.
.045 mi.
1-15
Q-12
1-12
K-12
No. 25
No. 26
No. 27
Gar ton
Shaw
Size
30 ft.
30 ft.
30 ft.
30 ft.
35 ft.
35 ft.
No. 1
No. 0
No. 1
No. 0
No. 0
No. 0
When % Depre-
Installed ciation
1893
1898
1906
1907
1893
1907
1893
1898
1907
1907
1893
1902
1906
1905
5-16 in.
1903
1903
1905
68
45
9
4.5
68
4.5
68
45
4
4
95
25.5
8.5
12.5
25
25
25
25
25
25
25
50
50
25
30
Cost
New
,449.00
45.00
45.00
54.00
144.00
24.00
12.00
3.00
59.36
45.56
771.17
9.38
8.79
12.96
259.50
46.96
119.75
30.73
41.76
23.85
14.14
23.45
4.50
4.50
1.46
Scrap
Value
$161.00
5.00
5.00
6.00
12.00
2.00
32.34
24.73
420.14
5.09
4.77
6.98
11.60
4.94
2.42
1.80
3.05
.61
1.98
Depre¬
ciation
$873.89
18.00
3.60
2.16
89.76
.99
8.16
1.35
1.08
.83
333.48
1.09
.34
.75
64.87
8.84
29.94
7.68
9.20
5.23
3.08
10.20
1.94
.63
.43
Present
Value
$575.16
27.00
41.40
51.84
54.24
23.01
3.84
1.65
58.28
44.70
437.69
8.29
8.45
12.21
194.63
38. 12
89.81
23.05
32.56
18.62
11.06
13.25
2.56
3.87
1.03
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Material Amount Kind Size When
Installed
*
Section insulators. . 2 1903
Buck arms 14 1906
Labor on trolley 265 mi. @ $25.00 per mi.
.161 mi. @ $25.00 per mi.
3.444 mi. @ $25.00 per mi.
Special No. 25
Special No. 26
Special No. 27
% Depre¬
Cost
Scrap
Depre¬
Present
ciation
New
Value
ciation
Value
50
5.00
1.20
1.90
3. 10
9
7.70
.70
7.00
4
6.62
.26
6.36
4
4.03
. 16
3.87
95
86.12
81.82
4.30
25.00
6.25
18.75
25.00
6.25
18.75
15.00
3.75
11.25
$3,428.29
$713.23 $
1,578.56
$1,849.73
152 VALUATION—SOUTH CHICAGO CITY RAILWAY.
<L 63^St.-J
ii 11
""" Elevated Structure
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OVERHEAD SPECIAL WORK.
LAYOUT NO. 1.
Madison Ave. Loop.
Cost Scrap
New Value
9 eye bolts @ $0.12 • $ 1.08
22 pole collars @ .09 1.96
19 Brooklyn insulators @ .62 11.78
51 Wood strain insulators @ .20 10.20
35 single curve hangers @ .51 17.85
2 double curve hangers @ .93 1.86
10 straight line hangers @ .45 4.50
47 15-in. ears @ .55 25:85 $8.46
1 splicing ear @ .50 .50 .22
1 solid crossing @ 3.00 3.00 1.20
4 trolley Y's @ 2.50 5.00 v 2.80
500 ft. A-in. span wire @ .0112 5.62
1,220 ft. span wire @ .0076 9.28
2 rings @ -09 .18
\$103.66 $12.68
Labor 75.00
ELECTRIC POWER DISTRIBUTION SYSTEM.
153
OVERHEAD SPECIAL WORK.
LAYOUT NO. 2.
64th St. and Madison Ave.
Cost Scrap
New Value
19 pole collars @ $0.09 $ 1.17
3 Brooklyn insulators @ .62 1.86
15 wood strain insulators @ .20 3.00
10 single curve hangers @ .51 5.10
10 double curve hangers @ .93 9.30
8 straight line hangers @ .45 3.60
34 barn hangers @ -45 14.30
62 15-in trolley ears @ -55 34.10 $11.16
6 splicing ears @ -50 3.00 1.32
552 ft. /4-in. span wire @ .0076 4.20
1 iron ring @ .15 .15
Labor .,
$79.78
, 65,00
$12.48
154 VALUATION—SOUTH CHICAGO CITY RAILWAY.
OVERHEAD SPECIAL WORK.
LAYOUT NO. 3.
64th St. and Jefferson Ave.
Cost Scrap
New Value
6 pole collars @ $0.09 $ 0.54
1 Brooklyn insulator @ .62 .62
7 wood strains @ .20 1.40
5 single curve hangers " @ .51 22.55
5 double curve hangers @ .93 4.65
4 straight line hangers @ .45 1.80
14 12-in. trolley ears @ .35 4.90 $1.40
460 ft. V\-\n. span wire @ .0076 3.50
$19.96 $1.40
Labor 15.00
ELECTRIC POWER DISTRIBUTION SYSTEM. 155
OVERHEAD SPECIAL WORK.
LAYOUT NO. 4.
64th St. and Stony Island Ave.
2 eye bolts
3 pole collars
3 Brooklyn insulators..
11 wood strains
9 single curve hangers..
9 double curve hangers,
7 straight line hangers
12 12-in. trolley ears.. . .
13 15-in. trolley ears..
4 splicing ears
210 ft. tfc-in. span wire..
430 ft. J4~in. span wire.
Cost
Scrap
New
Value
$0.12
$ 0.24
.09
.27
.62
1.86
.20
2.20
.51
4.59
.93
8.37
.45
3.15
.35
4.20
$1.20
.55
7.15
2.34
.50
2.00
.88
.01125
5.36
.0076
3.27
Labor
$42.66
25.00
$4.42
156 VALUATION—SOUTH CHICAGO CITY RAILWAY.
OVERHEAD SPECIAL WORK.
LAYOUT NO. 5.
75th St. and Stony Island Ave.
8 eye bolts
4 Brooklyn insulators
22 wood strains.
9 single curve hangers
9 double curve hangers
11 straight line hangers.
2 trolley Y's
27 15-in. trolley ears
6 splicing ears
1 solid crossing
1 double insulated crossing,
282 ft. tk-in. span wire
566 ft. J/4~in. span wire
Cost
Scrap
New
Value
$0.12
$ 0.96
.62
2.48
.20
4.40
.51
4.59
.93
8.37
.45
4.95
2.50
5.00
$1.34
.55
14.85
4.86
.50
3.00
1.32
3.00
3.00
1.20
5.00
5.00
1.20
.01125
3.17
....
.0076
4.25
Labor
$63.91
30,00
$9.92
ELECTRIC POWER DISTRIBUTION SYSTEM. 157
OVERHEAD SPECIAL WORK.
LAYOUT NO. 6.
79th St. and Stony Island Ave.
4 eye bolts @ $0.12
12 Brooklyn insulators @ 1.23
15 wood strains @ .20
11 single curve hangers @ .51
13 double curve hangers @ .93
7 straight line hangers @ .45
31 15-in. trolley ears.. . . .@ .55
4 splicing ears @ .50
2 iron rings @ .10
384 ft. T^-in. span wire @ .01125
210 ft. %-in. span wire @ .0070
90 ft. ^2-in. span wire: @ .03
2 clevises (5) .50
Cost
New
$ 0.48
14.76
3.00
5.61
12.09
3.15
17.05
2.00
.20
4.32
6.16
2.70
1.00
Scrap
Value
$5.58
.88
Labor
\
$72.52 $6.46
30.00
158 VALUATION—SOUTH CHICAGO CITY RAILWAY.
OVERHEAD SPECIAL WORK.
LAYOUT NO. 7.
ELECTRIC POWER DISTRIBUTION SYSTEM. 159
OVERHEAD SPECIAL WORK.
LAYOUT NO. 7.
79th St. and Exchange Ave.
79th St. and Cheltenham PI.
Cheltenham PI. and Coles Ave.
79th St. and Coles Ave.
Cost Scrap
New Value
34 eye bolts @ $0.12 $ 4.08
4 Brooklyn insulators @ 1.23 4.92
4 Brooklyn insulators @ .62 2.48
15 Globe strains @ .28 4.20
45 wood strains @ .20 9.00
31 single curve hangers @ .51 15.81
31 double curve hangers @ .93 28.83
39 straight line hangers @ .45 17.55
45 12-in. trolley ears @ .35 15.75 $4.50
57 15-in. trolley ears @ .55 31.35 10.26
7 splicing ears @ .50 3.50 1.54
4 section insulators @ 2.50 10.00 1.54
6 solid crossings @ 3.00 18.00 7.20
12 trolley Y's @ 2.50 30.00 8.40
1,900 ft. %-in. span wire @ .0076 14.45
1,158 ft tVin. span wire @ .01125 13.04
2 clevises @ .50 1.00
$223.96 $34.30
Labor 125.00
100 VALUATION—SOUTH CHICAGO CITY RAILWAY.
OVERHEAD SPECIAL WORK.
LAYOUT NO. 8.
ELECTRIC POWER DISTRIBUTION SYSTEM. 161
OVERHEAD SPECIAL WORK.
LAYOUT NO. 8.
83d St. and Exchange Ave.
85th St. and Commercial Ave.
Cost Scrap
Today Value
22 eye bolts @ $0.12 ' $ 2.64
3 Brooklyn insulators @ .62 1.86
40 wood strains @ .20 8.00
22 single curve hangers @ .51 11.22 .... .
24 double curve hangers @ .93 22.32
18 straight line hangers @ .45 8.10
48 15-in. trolley ears @ .55 26.40 $8.64
2 splicing ears @ .50 1.00 .44
2 turnbuckles @ .15 .30
2,220 ft. *4-in. span wire @ .0076 16.87
595 ft. tfc-in. span wire @ .01125 6.70
$105.41 $9.08
Labor 85.00
162 • VALUATION—SOUTH CHICAGO CITY RAILWAY.
OVERHEAD SPECIAL WORK.
LAYOUT NO. 9.
92d St. and Commercial Ave.
4 eye bolts
12 Brooklyn insulators.
22 wood strains
15 single curve hangers
9 double curve hangers.
5 straight line hangers.
31 15-in. trolley ears...
1 splicing ear
3 solid crossings
6 trolley frogs
1 iron ring
800 ft. *4~in. span wire. ,
450 ft. tfr-in. span wire.
Cost
Scrap
Today
Value
$0.12
$ 0.48
.62
7.44
.20
4.40
.51
7.65
.93
8.37
.45
2.25
.55
17.05
$5.58
.50
.50
.22
3.00
9.00
3.60
2.50
15.00
4.02
.10
.10
.0076
6.08
.01125
5.07
» ■ .
Labor
$83.39 $13.42
60.00
ELECTRIC POWER DISTRIBUTION SYSTEM. 163
OVERHEAD SPECIAL WORK.
LAYOUT NO. 10.
92d St. and Buffalo Ave.
Cost Scrap
New Value
4 globe strains @ $0.28 $ 1.12
16 wood strains @ .20 3.20
12 single curve hangers @ .51 6.12
8 double curve hangers @ .93 7.44
6 straight line hangers. @ .45 2.70
3 12-in. trolley ears @ . .35 1.05 $0.30
14 15-in. trolley ears @ .55 7.70 2.52
9 splicing ears @ .50 4.50 1.98
3 solid crossings @ 3.00 9.00 3.60
6 trolley frogs @ 2.50 15.00 4.20
420 ft. Y\-\n. span wire @ .0076 3.20
240 ft. tk-in. span wire @ .01125 2.70
$63.73 $12.60
Labor 60.00
164 VALUATION—SOUTH CHICAGO CITY RAILWAY.
OVERHEAD SPECIAL WORK.
LAYOUT NO. 11A.
OVERHEAD SPECIAL WORK.
LAYOUT NO. 11B.
ELECTRIC POWER DISTRIBUTION SYSTEM. 165
OVERHEAD SPECIAL WORK.
LAYOUT NO. 11A AND B.
92d St. and Ewing Ave.
Cost Scrap
New Value
16 eye bolts @ $0.12 $ 1.92
17 globe strains @ .28 4.76
30 wood strains '. ...@ .20 6.00
6 single curve hangers @ .51 3.06
6 double curve hangers @ .93 5.58
21 straight line hangers @ .45 9.45
33 barn hangers @ .45 14.85
52 12-in. trolley ears @ .35 18.20 $5.20
11 15-in. trolley ears @ .55 6.05 1.98
15 splicing ears @ .50 7.50 3.30
1 section insulator @ 2.50 2.50 .60
1 feeder ear @ .50 .50 .22
1,400 ft. ^4-in. span wire @ .0076 10.65
430 ft. tV-in. span wire @ .01125 4.84
$95.86 $11.30
Labor 60.00
166
VALUATION—SOUTH CHICAGO CITY RAILWAY.
4
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OVERHEAD SPECIAL WORK.
LAYOUT NO. 12.
87th, Superior and Buffalo Sts.
Cost Scrap
New Value
11 eye bolts @ $0.12 $ 1.32
I Brooklyn insulator @ 1.23 1.23
22 wood strains @ .20 4.40
19 single curve hangers @ .51 9.69
18 double curve hangers @ .93 16.74
10 straight line hangers @ .45 4.50
II 12-in. trolley ears @ .35 3.85 $1.10
33 15-in. trolley ears @ .55 18.15 6.04
11 splicing ears @ .50 5.50 2.42
1,025 ft. *4-in. span wire @ .0076 7.79
610 ft. tfc-in. span wire @ .01125 6.86
70 ft. y2-in. glav. strand @ .03 2.10
$82.13 $9.56
Labor 50.00
ELECTRIC POWER DISTRIBUTION SYSTEM. 167
OVERHEAD SPECIAL WORK.
LAYOUT NO. 13.
83d St., Ontario and Superior Aves.
Cost
New
12 eye bolts @ $0.12 $ 1.44
2 Brooklyn insulators @ .62 1.24
2 Brooklyn insulators @ 1.23 2.46
11 globe strains @ .28 3.08
20 wood strains @ .20 4.00
22 single curve hangers @ .51 11.22
22 double curve hangers....... @ .93 20.46
10 straight line hangers @ .45 4.50
51 12-in. trolley ears @ .35 17.85
5 splicing ears @ .50 2.50
1,150 ft. %-iri. span wire @ .0076 8.74
550 ft. iik-in. span wire @ .01125 6.18
Scrap
Value
$5.10
1.10
$83.67 $6.20
Labor 55.00
168 VALUATION—SOUTH CHICAGO CITY RAILWAY.
H
t
OVERHEAD SPECIAL WORK.
LAYOUT NO. 14.
79th St. and Ontario Ave.
2 Brooklyn insulators..
2 globe strains
16 wood strains
11 single curve hangers.
11 double curve hangers
4 straight line hangers..
10 12-in. trolley ears.
12 15-in. trolley ears.. ..
6 splicing ears
450 ft. %-in. span wire..
400 ft. tk-in. span wire..
Cost
Scrap
New
Value
$0.12
$0.72
.62
1.24
.28
.56
.20
3.20
.51
5.61
.93
10.23
.45
1.80
.35
3.50
$1.00
.55
6.60
2.16
.50
3.00
1.32
.0076
3.42
.01125
4.50
Labor
$44.38
25.00
$4.48
ELECTRIC POWER DISTRIBUTION SYSTEM. 169
OVERHEAD SPECIAL WORK.
LAYOUT NO. 15.
170 VALUATION—SOUTH CHICAGO CITY RAILWAY.
OVERHEAD SPECIAL WORK.
LAYOUT NO. 15.
75th St. and Coles Ave.
Cost Scrap
New Value
26 eye bolts @ $0.12 $ 3.12
2 Brooklyn insulators @ 1.23 2.46
12 globe strains @ .28 3.36
25 wood strains @ .20 5.00
30 single curve hangers @ .51 15.30
15 double curve hangers @ .93 13.95
34 straight line hangers @ .45 15.30
45 12-in. trolley ears @ .35 15.75 $4.50
19 15-in. trolley ears @ .35 10.45 3.42
12 splicing ears @ .50 6.00 2.64
2 section insulators @ 2.50 5.00 1.20
6 solid crossings @ 3.00 18.00 2.40
6 trolley frogs..... @ 2.50 15.00 4.02
1,780 ft. f4~in. span wire @ .0076 13.46
725 ft. tfc-in. span wire @ .01125 8.15
1 5-lamp cluster @ 2.00 2.00
$152.30 $13.18
Labor 125.00
ELECTRIC POWER DISTRIBUTION SYSTEM. 171
OVERHEAD SPECIAL WORK.
LAYOUT NO. 16.
Manhattan Beach Loop.
Cost Scrap
New Value
9 eye bolts.. @ $0.12 $ 1.08
1 Brooklyn insulator @ .62 .62
17 globe strains @ .28 4.76
13 wood strains @ .20 2.60
36 single curve hangers •.. . @ .51 18.36
1 double curve hanger @ .93 .93
2 straight line hangers @ .45 .90
27 12-in. trolley ears @ .35 9.45 $2.70
10 15-in. trolley ears @ .55 5.50 1.80
2 splicing ears @ .50 1.00 .44
925 ft. -in. span wire @ .0076 7.03
294 ft. rk-in. span wire @ .01125 3.30
$55.53 $4.94
Labor 50.00
172 VALUATION—SOUTH CHICAGO CITY RAILWAY.
OVERHEAD SPECIAL WORK.
LAYOUT NO. 17.
Coles Ave. Barns.
5 ball strains @ $0.28
7 single curve hangers @ .51
4 straight line hangers @ -45
21 barn hangers @ .45
21 12-in. trolley ears @ .35
9 15-in. trolley ears @ .55
400 ft. *4~in. span wire @ .007G
Cost
New
$ 1.40
3.57
1.80
9.45
7.35
4.95
3.04
Scrap
Value
$2.10
1.62
Labor
$31.56 $3.72
40.00
ELECTRIC POWER DISTRIBUTION SYSTEM.
»
173
OVERHEAD SPECIAL WORK.
LAYOUT NO. 18A.
OVERHEAD SPECIAL WORK.
LAYOUT NO. 18B.
174 VALUATION—SOUTH CHICAGO CITY RAILWAY.
OVERHEAD SPECIAL WORK.
LAYOUT NO. 18A AND B.
71st St. and Yates and Coles Aves.
19 eye bolts
3 Brooklyn insulators...
13 globe strains
22 wood strains
9 single curve hangers.. .
10 double curve hangers.
10 straight line hangers.
11 10-in. trolley ears...
12 12-in. trolley ears.
3 15-in. trolley ears
4 splicing ears
1,200 ft. 54~in. span wire
260 ft. tk-in. span wire..
Cost
Scrap
New
Value
$0.12
$ 2.28
.62
1.86
.28
3.64
.20
4.40
.51
4.59
.93
9.30
.45
4.50
, • • • •
.25
2.75
$0.66
.35
4.20
1.25
.55
1.65
.54
.50
2.00
.88
.0076
9.12
.01125
2.93
Labor
$53.22
50.00
$3.33
ELECTRIC POWER DISTRIBUTION SYSTEM. 175
OVERHEAD SPECIAL WORK.
LAYOUT NO. 19.
176 VALUATION—SOUTH CHICAGO CITY RAILWAY.
OVERHEAD SPECIAL WORK.
LAYOUT NO. 19.
Ewing Ave. Barns.
46 eye bolts
9 Brooklyn insulators..
15 globe strains
65 wood strains
36 single curve hangers..
33 double curve hangers.
32 straight line hangers.
101 barn hangers
8 8-in. trolley ears
176 12-in. trolley ears.. . .
26 15-in. trolley ears...,
7 splicing ears
2 section insulators
3 solid crossings
3 trolley frogs
2,589 ft. %-in. span wire
2 iron rings
1 clevis
3 lamp clusters
Cost
Scrap
New
Value
. 0
$0.12
$ 5.52
. 0
.62
5.58
.0
.28
4.20
.0
.20
13.00
.0
.51
18.36
. (a)
.93
30.69
.0
.45
14.40
.0
.45
45.45
.0
.20
1.60
$0.24
. 0
.35
61.60
17.60
.0
.55
14.30
4.68
.0
.50
3.50
1.54
.0
2.50
5.00
1.20
.0
3.00
9.00
3.60
.0
2.50
7.50
2.01
0
.0076
19.68
.05
.10
.50
.50
.0
2.00
6.00
Labor
$265.98
275.00
$20.87
ELECTRIC POWER DISTRIBUTION SYSTEM. 177
OVERHEAD SPECIAL WORK.
LAYOUT NO. 20.
96th St. and Ewing Ave.
Cost Scrap
New Value
6 wood strains @ $0-20 $ 1.20
6 single curve hangers @ -51 3.06
6 double curve hangers @ -93 5.58
2 straight line hangers @ -45 C''A
14 12-in. trolley ears r-@ -35 4-90 $1.40
325 ft. %-in. span wire @ .0076 2.46
65 ft. tk-in. span wire @ .01125 .73
$18.83 $1.40
Labor 20.00
178 VALUATION—SOUTH CHICAGO CITY RAILWAY.
OVERHEAD SPECIAL WORK.
LAYOUT NO. 21.
Ewing Ave. and Indianapolis Ave.
3 eye bolts
1 Brooklyn insulator..
2 globe strains
12 wood strains
5 12-in. trolley ears
3 15-in. trolley ears...
3 splicing ears
3 trolley frogs
375 ft. Bj-in. span wire
660 ft. fe-in. span wire.
Cost
Scrap
New
Value
$0.12
$ 0.36
.62
.62
.28
.56
.20
2.40
• • • • •
.35
1.75
$0.50
.55
1.65
.54
.50
1.50
.54
2.50
7.50
2.01
.0076
2.85
.01125
7.42
Labor
$26.61
30.00
$3.59
ELECTRIC POWER DISTRIBUTION SYSTEM. 179
OVERHEAD SPECIAL WORK.
LAYOUT NO. 22.
106th St. and Ewing Ave.
Cost Scrap
New Value
8 eye bolts.... @ $0.12 $ 0.96
3 Brooklyn insulators @ .62 1.86
6 globe strains @ -28 1.68
26 wood strains @ -20 5.20
13 single curve hangers @ -51 6.63
13 double curve hangers @ .43 12.09
10 straight line hangers @ .45 4.50
12 12-in. trolley ears @ -35 4.20 $1.20
24 15-in. trolley ears @ -55 13.20 4.32
4 splicing ears @ -50 2.00 .72
3 solid crossings @ 3.00 9.00 3.60
7 trolley frogs @ 2.50 17.50 4.69
840 ft. Bt-in. span wire @ .0076 6.38
675 ft. tc-in. span wire @ .01125 7.60
$92.80 $14.53
Labor ' 80.00
180 VALUATION—SOUTH CHICAGO CITY RAILWAY.
OVERHEAD SPECIAL WORK.
LAYOUT NO. 23.
106th St. and Indianapolis Ave.
Cost Scrap
New Value
1 eye bolt @$0.12 $0.12
5 globe strains @ .28 1.40
9 wood strains @ .20 1.80
14 12-in. trolley ears @ .35 4.90 $1.40
3 15-in. trolley ears ...@ .55 1.65 .54
2 splicing ears @ .50 1.00 .44
7 single curve hangers @ .51 3.57
7 double curve hangers @ .93 6.51
2 straight line hangers @ .45 .90
1 solid crossing @ 3.00 3.00 .67
2 trolley frogs @ 2.50 5.00 1.34
235 ft. 54-in. span wire @" .0076 1.79
125 ft. ifc-in. span wire .@ .01125 1.40
$33.04 $4.39
Labor 30.00
ELECTRIC POWER DISTRIBUTION SYSTEM. 181
OVERHEAD SPECIAL WORK.
LAYOUT NO. 24.
106th St. and Torrence Ave.
Cost Scrap
New Value
9 eye bolts @ $0.12 $ 1.08
3 Brooklyn insulators @ 1.23 3.69
15 wood strains @ .20 3.00
17 single curve hangers @ .51 8.67
1 double curve hanger.. . @ .93 .93
7 straight line hangers @ .45 3.15
25 12-in. trolley ears @ .35 8.75 $2.50
2 splicing ears @ .50 1.00 .44
2 iron rings @ .05 .10
911 ft. %-in. span wire @ .0076 6.92
120 ft. ^j-in. span wire @ .01125 1.35
$38.64 $2.94
Labor 40.00
182 VALUATION—SOUTH CHICAGO CITY RAILWAY.
OVERHEAD SPECIAL WORK.
LAYOUT NO. 25.
104th St. and Torrence Ave.
Cost Scrap
New Value
9 eye bolts @ $0.12 $ 1.08
14 wood strains @ .20 2.80
11 single curve hangers @ .51 5.61
11 double curve hangers @ .93 10.23
4 straight line hangers @ .45 1.80
25 15-in. trolley ears @ .55 13.75 $4.50
2 splicing ears @ .50 1.00 .44
575 ft. Y^-xn-. span wire @ .0076 4.37
100 ft> tfe-in. span wire @ .01125 1.12
$41.76 $4.94
Labor 25.00
ELECTRIC POWER DISTRIBUTION SYSTEM. 183
OVERHEAD SPECIAL WORK.
LAYOUT NO. 26.
104th St. and Commercial Ave.
Cost
New
7 eye bolts @ $0.12 $ 0.84
10 wood strains @ .20 2.00
5 single curve hangers @ .51 2.55
5 double curve hangers @ .93 4.65
4 straight line hangers @ .45 1.80
14 15-in. trolley ears @ .55 7.70
1 splicing ear @ .50 .50
320 ft J4-in. span wire @ .0076 2.43
123 ft. iVinch span wire @ .01125 1.38
$23.85
Labor 25.00
Scrap
Value
$2.70
.22
$2.92
184 VALUATION—SOUTH CHICAGO CITY RAILWAY.
\
OVERHEAD SPECIAL WORK.
LAYOUT NO. 27.
100th St. and Commercial Ave.
Cost Scrap
New Value
2 eye bolts @ $0.12 $ 0.24
6 wood strains @ -20 1.20
4 single curve hangers @ .51 2.04
4 double curve hangers @ .93 3.72
10 15-in. ears @ .55 5.50. $1.80
180 ft. l/4-in. span wire @ .0076 1.44
$14.14 $1.80
Labor 15.00
TROLLEY WIRE
Miles Average Size, Deprecia-
STREET Trolley Headway Wire. tion % Years
Wire. Minutes. per year. Service.
s
.118
4.97
0
10.21
4
Madison Ave. from
} .187
4.97
0
10.21
2
Loop to 64th St... . j
. 165
4.97
0
10.21
1
64th St. from Jefferson
Ave. to Stony Island
.2293 4.97
0
10.21
4
Ave j
Stony Island Av. from
64th St. to Center
\ .847
4.97
0
10.21
4
Pole Construction. .
Stony Island Ave. Cen
■
.
ter Pole Construc¬
> 1.279
4.97
0
10.21
tion, from 67th St.
3
to 72nd St j
Stony Island Av. from
1.572
21.50
0
2.36
3
Center Pole Con¬
struction to 79th St.
.162
4.97
0
10.21
3
79th St. from Stony
3.328
21.5
0
2.36
15
Island Ave. to Ex¬
\ .227
10.8
1
7.4
15
change Ave
.571
10.8
0
4.69
2
Exchange Ave. from
.972
10.8
0
4.69
3
79th St. to 83rd St.
> .361
10.8
0
4.69
7
J
.038
10.8
0
4.69
2
Commercial Ave. from ]
85th St. 87th St. to.
.721
10.8
1
7.04
15
Commercial Ave. from \
1.150
10.8
1
7.04
15
87th St. to 92nd St.
.076
10.8
0
4.69
5
DETAILS.
Total %
Deprecia¬
tion.
Cost
To-day.
Scrap
Value.
Total
Depreciation.
Present
Value.
41.
$ 33.41
$ 18.17
$ 6.24 J
* 27.17
20.5
53.06
28.80
4.97
48.09
10.
46.55
25.39
2.12
44.53
41.
64.91
35.25
12.16
52.75
41.
239.86
130.22
44.95
194.91
30.5
362.06
196.57
50.47
311.59
7.
445.05
241.61
14.24
430.81
30.5
46. 10
25.02
6.43
39.67
35.5
941.91
511.37
152.84
789.07
100.
50.88
27.72
'23.16
27.72
9.5
161.76
87.82
7.02
154.74
14.
275.07
149.34
17.60
257.47
33.
102.21
55.49
15.41
86.80
9.5
10.72
5.82
.46
10.26
100.
161.62
88.05
73.57
88.05
100.
257.46
140.26
117.20
140.26
23.5
21.44
11.64
•2.30
19. 14
TROLLEY
STREET.
92nd St. from Commer
cial Ave. to Harbor
Ave
Buffalo Ave. from92nd
St. to 87th St
Superior Ave. from
87th St. to 83rd St..
Ontario Ave. from
83rd St. to 79 st
79th St. from Ontario
Ave. to Coles Ave. .
Coles Ave. from Chel
tenham P. to 75thSt
75th St. from Stony-
Island Ave. to Man¬
hattan Beach
Coles Ave. from 75th
St. to Water Works
Miles Average
Trolley Headway Size,
Wire. Minutes. Wire.
.677
5.6
0
.113
5.6
0
.085
5.6
0
.415
10.6
0
. 131
12.
1
.095
12.
0
.055
12.
0
.055
12.
0
.925
12.
1
.246
12.
0
.713
12.
1
.170
12.
0
.114
12.
0
.262
7.7
0
1.135
7.7
0
.541
6.4
0
2.808
6.4
0
.082
40.
0
1.801
1
.067
0
.218
0
00
OS
WIRE DETAILS, Continued
Deprecia- _ jTotal % _ Total Present ^
>
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X
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>
•<!
n %
Years
Deprecia¬
Cost
Scrap
Depreciation.
Value.
year.
Service.
tion.
New.
Value.
9.09
15
100.
$191.78
$104.11
$ 87.67
$104.11
9.09
4
36.5
32. 17
17.46
5.36
26.81
9.09
8
72.5
24.22
13. 15
8.02
16.20
4.69
2
9.5
117.49
63.78
5.10
112.39
6.37
15
95.
253.38
138.04
119.07
134.31
4.23
5
21.
26.80
14.55
2.57
24.23
4.23
1
4.5
15.77
8.55
.28
15.49
4.23
9
37.
15.77
8.55
2.67
13. 10
6.37
15.
95.
207.04
112.69
89.54
117.50
4.23
2
8.5
69.68
37.83
„ 2.71
66.97
6.37
15.
95.
160.06
87.20
69.22
90.84
4.23
8
34.
48.24
26. 19
7.49
40.75
4.23
5
21.
.32. 16
17.46
3.08
29.08
6.62
10
66.
74.07
40.21
22.34
51.73
6.62
6 .
39.5
320.27
174.42
57.61
262.66
7.93
2
16.
153.34
83.25
11.21
142.13
7.93
14
100.
794.67
431.44
363.23
431.44
1.26
2
46.
23.37
12.68
10.85
12.42
15
25.
403.18
219.66
45.88
375.30
14
25.
18.97
10.30
2.17
16.80
4
30.
61.59
33.49
8.43
53. 16
TROLLEY WIRE DETAILS, Continued
STREET.
Miles Average
Trolley Headway
Wire. Minutes.
Size,
Wire.
Deprecia¬
tion %
per year.
Years
Service.
Total %
Deprecia¬
tion.
Cost
New.
Scrap
Value.
Total
Depreciation.
Present
Value.
3.088
10.8
0
4.69
2
9.5
$873.89
$474.44
$379.47
$494.42
Ewing Ave. from 93rd
.332
10.8
0
4.69
12
56.5
94.01
51.04
24.07
69.44
St. to 106 St
► .081
10.8
0
4.69
2
9.5
22.84
12.39
.99
21.85
.045
10.8
0
4.69
4
19.
12.92
7.01
1.12
11.80
1.076
10.8
1
6.37
15
95.
240.83
15.13
104.14
136.69
106th St. from Ewing
.098
10.8
0
4.69
4
19.
27.87
15. 13
2.42
24.45
Ave. to State Line .
\ .098
10.8
0
4.69
8
37.5
27.92
15. 16
4.78
23. 14
j
Indianapolis Ave. from
106th St. to Ewing
.084
10.8
0
4.69
3
14.
23.80
12.92
1.54
22.26
►1.764
0
0
15.
499.23
271.03
39.23
460.00
Ave J
106th St. from Ewing
1.679
1
6.37
15
95.
263.85
143.85
114.10
149.75
Av. to Torrence Ave j
. 124
0
4.23
3
12.5
35.00
19.00
2.00
33.00
>
.265
1
4.23
1
4.
59.34
32.34
1.06
58.23
Torrence Ave. and
. 161
0
4.23
1
4.
45.56
24.23
.83
44.73
Commercial Ave.
3.444
1
6.37
15
95.
771.17
420.14
333.48
. 437.69
from 106th St. to
• .033
0
4.23
6
25.5
19.38
5.09
11.09
8.29
92nd St
.031
.045
0
0
4.23
4.23
2
3
8.5
12.5
8.79
12.96
4.77
6.98
.34
.7-5
8.45
12.21
Total
35.297
$9,388.48 $5,102.05 $2,489.97 $6,898.51
M
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SECTION 2-B
OVERHEAD FEEDER CONSTRUCTION.
SUMMARY.
Size and Kind. Length in Feet. Cost, New.
No. 5 34,596 $ 585.10
1/0 775 47.92
2/0 7,844 709.09
3/0 160,876 17,145.45
4/0 54,648 6,754.01
300M 51,232 10,278.01
500M 15,040 4,796.17
250M Submarine 2,300 1,656.00
350M Submarine 1,725 1,466.25
1,000,000 L. C. 39 50.70
Total Feeder Copper . 329,091 $43,488.70
3,150 feeder attachments at 24.3c each $ 767. 70
Miscellaneous material (installed) 96.75
Labor overhead—61.53 miles @ $50.00 per mile 3,076.50
Labor submarine—4,060 feet @ 10c per foot 406.40
Total labor and material $47,836.05
Deduct for jointly owned materials 121.00
$47,715.05
Add 15% for organization, engineering and incidentals 7,157.24
Total of South Chicago's interest $54,872.29
Present Value.
$ 571.25
44.89
647.10
16,272.10
6,534.14
9,706. 10
4,427.85
1,448.70
1,286.77
45.35
$40,984.25
$ 591.03
64.20
2,920.14
345.54
$45,005. 16
97.90
$44,907.26
6,735.83
$51,643.09
00
00
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FEEDER DETAILS.
LOCATION
Madison Ave. loop
64th St. and Jefferson Ave
64th St. from Jefferson Ave. 1
to Stony Island Ave /
64th St. and Stony Island Ave..
Stony Island Ave. from 64th \
St. to Centre Pole Const /
Stony Island Ave. Centre Pole ]
Construction from 67th St. }
to 72nd St J
Stony Island Ave. from Cen- ]
tre Pole Construction to \
79th St J
75th St. and Stony Island 1
Ave J
79th St. and Stony Island 1
Ave /
79th St. from Stony Island \
Ave. to Exchange Ave. . . . /
79th St. and Exchange Ave. .
79th St. and Cheltenham PL .
Cheltenham PI. and Coles Ave (
79th St. and Coles Ave....:.)
Exchange Ave. from 79th St. \
to 83rd St I
Amount
in
Feet.
Size
and
Kind.
When
In¬
stalled.
%
Depre¬
ciation.
85
5
1904
6
266
4/0
1904
6
262
. 4/0
1904
6
50
4/0
1904
6
2,237
4/0
1904
6
1,328
300M
1904
6
1,333
3/0
1904
6
2,029
4/0
1904
6
3,691.9
300M
1904
6
7,750.8
3/0
1904
6
300
300M
1904
6
360
3/0
1893
15
320
300M
1904
6
640
3/0
1904
6
8,786
300M
1904
6
26,724.4 3/0
1904
6
2,490
3/0
1904
6
890
300M
1904
6
10,384
3/0
1904
6
2,596
300M
1904
6
5,192
3/0
1893
15
Cost
Scrap
Depreciation
Present
•New.
Value.
Value.
$ 1.88
$ 0.86
$ 0.06
$ 1.82
34.60
17.36
1.03
33.57
34.17
17.15
1.02
33.15
6.50
2.26
.25
6.25
291.03
146.07
8.70
282.33
266.59
124.90
8.46
258.13
141.96
69. 18
4.37
137.59
263.32
132.48
7.84
255.48
740.59
344.45
23.77
716.82
825.46
402.26
25.40
800.06
60.18
27.99
1.92
58.26
38.34
18.68
2.95
35.39
64.19
29.85
2.06
62.13
68. 16
33.21
2. 10
66.06
1,762.59
819.76
58.57
1,704.02
2,856.14
1,385.99
88.21
2,767.93
265.18
129.23
8.16
257.02
178.53
83.03
5.73
172.80
1,105.85
538.92
34.02
1,071.83
520.75
242.22
16.71
504.04
552.94
269.46
42.52
510.42
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SO
FEEDER DETAILS,
LOCATION.
83rd St. and Exchange Ave.,
85th and Commercial Ave.
Commercial Ave. from 85th
St. to 87th St
Commercial Ave. from 87th
St. to 92nd St
Amount
in
Feet.
Size
and
Kind.
When
In¬
stalled.
92nd St. and Commercial Ave
92nd St. from Commercial
Ave. to Harbor Ave. . .
92nd St. and Buffalo Ave. .. .
Buffalo Ave. from 92nd St. to i
83rd St. .' |
J
87th St. and Buffalo Ave. and 1
Superior Ave /
Superior Ave. from 87th St. 1
to 83rd St i
325
300M
1904
2,221
3/0
1904
1,905
300M
1904
13,335
3/0
1904
3,286
300M
1904
23,002
3/0
' 1904
215
4/0
1904
230
3/0
1893
215
300M
1904
2,088
300M
1904
1,176
300M
1897
2,088
4/0
1904
20,880
3/0
1893
2,088
2/0
1897
200
3/0
1897
100
2/0
1893
72
300M
1904
28
300M
1897
3,238
300M
1897
6,476
3/0
1893
1,956
2/0
1896
620
3/0
*1893
310
300M
1897
2,441.
5 300M
1897
4,491
3/0
1893'
Continued
CO
o
%
Depre¬
ciation.
Cost
New.
Scrap
. Value.
Depreciation
6
$ 65.19
$ 30.33
$ 2.09
6
236.53
115.27
17.28
6
382.14
177.73
12.26
6
1,420.18
691.98
43.69
6
659.17
306.58
21. 16
6
2,449.71
1,193.80
75.35
6
27.97
14.03
.85
15
• 24.49
11.93
.75
6
43. 12
20.05
1 .38
6
418.83
194.91
13.44
15
235.90
109.72
18.93
6
271.64
136.34
8.12
15
2,223.72
1,083.67
171.01
15
173/09
85.81
13.09
15
21 .30
10.38
1.64
15
8.29
4.11
.63
6
14.44
6.72
.46
15
5.62
2.61
.45
15
650.14
302.10
52.21
15
689.69
336.10
53.04
15
162.15
80.39
12.27
15
66.03
32. 17
5.08
15
62.18
28.92
4.99
15
489.76
227.79
39.30
15
478.29
233.08
36.78
Present
Value.
$ 63.10
. 219.25
369.88
1,376.49
638.01
2,374.36
27. 12
23.74
41.74
405.39
216.97
263.52
2,052.71
160.00
19.66
7.66
13.98
5.17
597.93
636.65
149.88
60.95
57.19
450.46
441.51
FEEDER DETAILS, Continued
LOCATION.
83rd St. and Ontario Ave.and
Superior Ave
Ontario Ave. from 83rd St. to
79th St
79th St. and Ontario Ave.
to
79th St. from Ontario Ave
Coles Ave
Coles Ave. from Cheltenham
PL to 75th St
75th St. and Coles Ave. and
R. R. Ave
75th St. from Stony Island
Ave. to Manhattan Beach.
Coles Ave. from 75th St. to
Water Works
Ewing Ave. from 93rd St.
106th St
to
Amount
Size
When
%
in
and
In¬
Depre¬
Cost
Scrap
Depreciation.
Present
Feet.
Kind.
stalled.
ciation.
New.
Value.
Value.
618
3/0
1893
15
$ 65.81
$ 32.07
$ 5.06
$ 60.75
630
300M
1897
15
126.37
58.77
10. 14
116.23
2,337
300M
1897
15
468.80
218.04
37.61
431.19
2,337
3/0
1893
15
248.89
121.29
19. 14
229.75
267
3/0
1893
• 15
28.43
13.85
2. 19
26.24
309
300M
1897
15
61.98
28.82
4.97
57.01
691
300M
1897
15
138.61
64.47
11. 12
127.49
691
3/0
1893
15
73.59
35.86
5.66
67.93
2,996
300M
1896
15
601.17
279.61
48.23
552.94
8,900.7
3/0
1893
15
948.92
461.95
73.04
875.88
1,529
3/0
1893
15 •
162.83
79.35
12.52
150.31
876
300M
1896
15
175.72
81.73
14. 10
161.62
8,553
300M
1896
15
1,715.77
798.01
137.66
1,578.1 1
7,246
3/0
1893
15
771.70
376.07
59.34
712.36
691
300M
1897
15
138.61
64.47
11 . 12
127.49
691
3/0
1893
15
73.59
35.86
5.66
67.93
24,456
5
1904
6
413.31
249.45
9.83
403.48
4,685
500M
1896
15
1,492.70
728.51
114.63
1,378.07
4,685
4/0
1907
2
609.51
305.93
6.07
603.44
9,370
4/0
1897
15
1,219.03
611.86
91 .08
1,127.95
Bare
4,927
4/0
532.60
321.73
532.60
3,224
2/0
1896
15
267.36
132.50
20.23
247.13
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to
LOCATION.
Ewing Ave. Barns Feeder. . . <
FEEDER DETAILS,
Amount
Size
When
in
and
In¬
Feet.
Kind.
stalled
1,121
5
1904
575
1/0
1893
200
1/0
177
2/0
1897
7,038
3/0
1893
3,162
4/0
1904
Bare
6,655
4/0
576
300M
1904
576
300M
1897
5,394
500M
1904
Lead
39
1,000,000
1897
Submarine
1,725
350M
1904
Submarine
2,300
250M
1904
Continued
Depre¬
Cost
Scrap
Depreciation
Present
ciation.
New.
Value.
Value.
6
$ 18.94
$ 11.43
$ .45
$ 18.49
15
38.92
18.74
3.03
35.89
15
9.00
6.52
9.00
15
64.41
31.93
4.87
59.54
15
759.64
365.27
59.16
700.48
6 *
411.37
206.47
12.30
399.07
720.73
434.57
720.73
6
115.54
53.74
3.71
111.83
15
115.54
53.74
9.27
106.27
15
1,717.44
838.76
131.80
1,585.64
15
50.70
15.02
5.35
45.35
14
1,466.25
184.23
179.48
1,286.77
14
1,656.00
175.26
207.30
1,448.70
LOCATION.
96th St. and Ewing Ave..
Ewing Ave. and Indianapolis
Ave '.
106 St. and Ewing Ave. to
State Line
106 St. and Ewing Ave
106th St. and Indianapolis
Ave. (State Line)..
Indianapolis Ave. from 106th
St. to Ewing Ave
Torrance Ave. and Commer¬
cial Ave. from 106th St. to
93rd St. .
FEEDER DETAILS,
Amount
Size
When
in
and
In¬
Feet.
Kind.
stalled.
203
2/0
1897
897
4/0
1904
227
500M
1897
175
4/0
1904
25
500M
1897
8,526
5
1904
613
3/0
1904
96
2/0
1897
72
3/0
1904
Bare
132
4/0
66
500M
1897
408
5
1904
4,656
500M
1897
Bare
4,656
4/0
4,656
4/0
1896
8,020
4/0
1904
4,545
3/0
1893
122
4/0
1904
Continued
•%
Depre¬
ciation.
Cost
New.
Scrap -M
Value. 4
Depreciation.
Present
Value.
15
$ 16.84
$ 8.34
$ 1.27
$ 15.57
6
116.69
58.57
3.49
113.20
15
• 72.27
" 35.29
5.55
66.72
6
22.76
11.42
.68
22.08
15
7.96
3.88
.61
7.35
6
144.08
86.96
3.43
140.65
6
65.28
31.81
2.01
63.27
15
7.95
3.94
.60
7.35
6
7.66
3.73
.24
7.42.
14.31
8.62
14.31
15
21.01
10.26
1.61
19.40
6
6.89
4.16
. .16
6.73
15
1,484.79
724.00
114.12
1,370.67
.
504.71
304.03
504.71
15
605.74
304.03
35.26
570.48
6
1,051.46
527.75
31.42
1,020.04
15
484.04
235.88
37.22
446.82
6
15.87
7.96
.47
15.40
$20,147.17 $2,504.45
$43,488.70 $40,984.25
SECTION 2-C
TELEPHONE SYSTEM OUTSIDE BUILDINGS
SUMMARY.
Length Cost Present
KIND AND SIZE . in New. Value.
Feet.
Iron wire 8 67,021 $179.86 $ 50.49
Iron wire 12 58,455 52.26 43.66
Copper wire, bare 12 15,840 58.92 58.92
Copper wire, bare 14 25,910 62.95 62.95
Copper wire, insulated 14 6,775 25.13 22.96
Telephone cable, submarine 575 152.95 42.83
Telephones outside 20.00 10.00
Total 154,576 $552.07 $291.81
1061 telephone attachments @ 7.79 cts. each 82.68 63.21
Labor on overhead (14.6 miles @ $20.00 per mile) 292.00 176.00
Labor on submarine cable, 575 ft. @ 8 cts per foot 46.00 12. 78
Total $972.75 $543.80
15% for organization, engineering and incidentals 145.91 81.57
Grand Total $1,118.66 $625.37
TELEPHONE CIRCUIT DETAILS.
LOCATION.
Length,
Feet.
Kind
and
Size.
Year %
Installed. Depreci¬
ated.
Madison Ave. loop to 64th St 623 Iron 8
Special layout No. 1 500 " 8
Special layout No. 2 100 " 8
64th St. from Jefferson Ave. to Stony
Island Ave 525 " 8
Special layout No. 3 532 " 8
Special layout No. 4 100 " 8
Stony Island Ave. from 64th St. to
67th St 4,475 " 8
Stony Island Ave. from 67th St. to
73rd St 6,755 W.P. 14
Stony Island Ave. from 73rd St. to
v 79th St ,... 3,191 Iron 8
Special layout No. 5 420 " 8
Special layout No. 6 0
Special layout No. 7 2,976 " 8
Special layout No. 8 0
Special layout No. 9 300 Copper 12
92nd St. from Commercial Ave. to
Harbor Ave 4,177 " 14
Special layout No. 10 0
Special layout No. 11 2,168 " 12
SpeciallayoutNo.il 2,168 Iron 8
Buffalo Ave. from 92nd St. to 87th St.. 6,476 " 12
Special layout No. 12 620 " 12
Superior Ave. from 87th St. to 83rd St. 4,883 " 12
1899
1899
1899
1899
1899
1899
1899
1899
1899
1899
1899
1906
1906
1906
72
72
72
72
72
72
72
13
72
72
1899 72
72
16
16
16
Cost
New.
; 1.58
1.25
.27
1.42
1.44
.27
12.08
25.13
8.62
1.13
7.04
1.12
10.15
8.06
5.85
8.03
; 77
6.05
Scrap Deprecia-
Value. tion.
$ 1.21
.90
.19
1.02
1.03
.19
8.70
2.17
6.21
.81
5.07
8.38
.60
5.18
4.34
4.21
1.28
.12
.97
Present
Value.
$ 0.47
.35
.08
.40
.41
.08
3.38
22.96
2.41
.32
1.97
1.12
10.15
8.06
1.64
6.75
.65
5.08
M
r
M
K
O
2
M
co
CO
H
M
3
sc
CN
TELEPHONE CIRCUIT
Kind
LOCATION. Length, and
feet. size.
Special layout No. 13 1,236 Iron
Ontario Ave. from 83rd St. to 79th St.. 4,675
Special layout No. 14 1,200
79th St. from Ontario Ave. to Coles Av. 2,764
Coles Ave. from Cheltenham PI. to 75th
St 5,993
Special layout No. 15 1,707
75th St. from Stony Island Ave. to
Manhattan Beach 14,826
Special layout No. 16 0
Special layout No. 17 0
Special layout No. 18 0
Ewing Ave. from 93rd St. to 106th St. . 25,188 Iron
Special feeder layout No. 19 9,370 Copper
Special feeder layout No. 19 2,168
Special feeder layout No. 19 2,168 Iron
Special feeder layout No. 20 1,266
Special feeder layout No. 21 460
106th St. from Ewing Ave. to State
Line 3,680
Special layout No. 22 122
Special layout No. 23 408
Indianapolis Aye. from Ewing Ave. to
106th St 93,138
Torrence Ave. and Commercial Ave.
from 106th St. to 92nd St 20,438 Copper
DETAILS, Continued
CO
OS
Year
Installed.
%
Dep.
Cost,
New.
Scrap
Value.
Deprecia¬
tion.
Present
Value
8
1899
72
$ 3.34
$ 2.40
$ .94
8
1899
72
12.62
9.09
3.53
8
1899
72
3.24
2.33
.91
8
1899
72
7.46
5.35
2.09
8
1899
72
16.18
11.65
4.53
8
1899
72
4.61
3.32
1.29
8
1899
72
40.03
28.82
11.21
12
1907
8
31.23
2.50
28.73
12
1907
34.86
18.74
34.86
12
1904
8.06
4.34
8.06
8
1899
72
5.85
4.21
1.64
8
1899
72
3.42
2.36
1.06
8
1899
72
1.24
.89
.35
8,
1899
72
15.34
11.04
4.30
8
1899
72
.33
.24
.09
12
1899
72
5.06
3.64
1.42
8
1899
72
25.15
18.11
7.04
14
49.66
25.34
49.66
TELEPHONE CIRCUIT DETAILS,
Specia
Specia
Specia
Specia
Specia
Specia
Specia
Specia
Length Kind Year %
LOCATION feet and Installed Dep.
Size
layout No. 24 0
layout No. 25 75 Copper 14
layout No. 26 164 " 12
layout No. 28 575 15 Con. Cab.1899 72
layout No. 28 1,220 Copper 14
layout No. 28 1,220 " 12
layout No. 28 450 " 12
layout No. 28 900 Iron 12 1907 8
Total 154,576
1,061 telephone attachments @ 7.79 cts. each 23
Telephone outside 50
Total
Labor on overhead (14.6 miles @ $20.00 per mile). . 39
Labor on submarine cable (575 ft. @ 8 cts. per ft.) 72
Continued
Cost
Scrap
Deprecia¬
Present
New
Value
tion
Value
.18
.09
.18
.61
.33
.61
152.95
110.21
42.83
2.96
1.51
2.96
4.54
2.44
4.54
1.69
.90
1.69
1.12
.09
1.03
$532.07
$72.19 $250.26 $281.81
5
82.68
19.47
63.21
20.00
10.00
10.00
$634.75
$279.73 $355.02
8
292.00
116.00
176.00
1
46.00
33.22
12.78
$972.75
$428.95
$543.80
EXHIBIT III.
ROLLING STOCK
ROLLING STOCK.
201
EXHIBIT III.
ROLLING STOCK.
SUMMARY.
Total Cost Total Present
New Plus 5%. Value Plus 5%.
Car bodies $175,804.65 $154,500.33
Motor equipments 109,291.35 97,341.98
Trucks 40,090.05 35,498.09
Miscellaneous equipment 19,395.19 18,233.70
Total for
rolling stock
$344,581.24
$305,574.10
202 VALUATION—SOUTH CHICAGO CITY RAILWAY.
CAR BODIES.
Groups. Cars. Type. Present
No. of Cost New. Valu'e.
1- 8 47 Box motors $104,721.00 $ 91,284.39
9 7 Box trailers 9,856.00 8,377.60
10 2 Open motors 2,918.00 2,480.30
11-12 30 Open trailers 35,916.00 34,453.92
13-24 18 Miscellaneous cars 14,022.00 10,546.96
Total.. .104 $167,433.00 $147,143.17
5% for organization, engineering and inci¬
dentals 8,371.65 7,357.16
Grand total $175,804.65 $154,500.33
PASSENGER CAR BODIES
No.
Grp of
No. Cars.
Maker.
Length
over
Body.
Length
Over
Bumpers.
Seating Since
Capacity.' Age. Rebuilt
Deprecia-
Trucks tion.
Unit
Price,
New.
BOX MOTOR BODIES.
1
11
So.C.C.Ry. 31 ft. 3 in. 43 ft. Oin.
43
3 mos.
D
0
$3,152.00
2
5
So.C.C.Ry. 36 ft. 0 in. 45 ft. 4 in.
52
5 yrs. 3 mos.
D
10
3,158.00
3
5
Jewett
31 ft. 7 in. 42 ft. 3 in.
44
4 yrs. 1 mo.
D
8
2,992.00
4
10
St. Louis
21 ft. 0 in. 30 ft. 0 in.
32
5 yrs. 2 mos.
S
24
1,559.00
5
7
St. Louis
21 ft. Oin. 30ft. Oin.
32
5 yrs.
S
27
1,459.00
6
2
Jewett
20 ft. 0 in. 30 ft. 0 in.
28
8 yrs. 1 mo.
S
15
1,589.00
7
4
Pullman
18 ft. 0 in. 27 ft. 8 in.
22
5 yrs.
S
40
1,474.00
8
3
St. Louis
18 ft. 0 in. 27 ft. 0 in.
26
5 yrs.
S
30
1,474.00
Total
Cost,
New.
$34,672.00
15,790.00
14,960.00
15,590.00
10,213.00
3,178.00
5,896.00
4,422.00
Present
Value.
Total
$34,672.00
14,211.00
13,763.20
11,848.40
7,455.49
2,701.30
3,537.60
3,095.40
Total47 Total (Groups 1-8)
BOX TRAILERS.
9 7 St. Louis 18 ft. 0 in. 27 ft. 0 in. 26 5 yrs. S 15
OPEN MOTOR BODIES.
10 2 Pullman 27 ft. 9 in. 35 ft. 3 in. 65 8 yrs. 4 yrs. D
OPEN TRAILERS.
11 6 So.C.C.Ry. 35 ft. 8 in. 43 ft. 8 in. 66 4 mos. D 2
12 24 Pullman 18 ft. 0 in. 26 ft. 0 in. 50 14 yrs. S 5
$104,721.00 $91,284.39
,408.00 $9,856.00 $8,377.60
15 1,459.00 2,918.00 2,480.30
1,854.00 11,124.00 10,901.52
1,033.00 24,792.00 23,552.40
30 Total (Groups 11-12) $35,916.00$34,453.92
86 Grand Total (Groups 1-12) $153,411.00 $136,596.21
Group.
No. of
Qars.
13
2
14
1
15
1
16
1
17
2
18
2
19
1
20
1
21
2
22
1
23
3
24
1
18
MISCELLANEOUS CAR BODIES.
% Unit Total
DESCRIPTION Age, Deprecia- Price, f Cost, • !
Years. tion. New. • New.
Closed work motor cars (18 ft. body) 14 30 $1,474.00 $2,948.00
Closed work motor car (13 ft. 8 in. body). . 12 70 1,124.00 1,124.00
Line car (20 ft. including vestibules) 8 20 1,729.00 1,729.00
Snow plow .... 9 10 1,629.00 1,629.00
Snow sweepers and trucks 9 7 1,244.00 2,488.00
Wooden tank sprinklers 10 12 1,077.00 2,154.00
Push car (including trucks) 5 15 150.00 150.00
14 ft. 6 in. gondola 10 30 118.00 118.00
28 ft. gondolas 10 30 236.00 472.00
25 ft. 6 in. gondola 10 30 215.00 215.00
20 ft. flat 7 30 165.00 495.00
Horse car . . .. ? 90 500.00 500.00
Total $14,022.00
Total 1 ]
I Present
Value.
$2,063.60
337.20
1,383. 20
1,466. 10
2,313.84
1,895.52
127.50
82.60
330.40
150.50
346.50
50.00
$10,546.96
MOTOR EQUIPMENTS F. 0. B. FACTORY.
Number
of
Equipments.
Motors
per
Equipment.
Maker.
Type.
H. P.
Deprecia¬
tion.
Unit
Price,
New.
Total J23 Total *J
Cost, Present
New. £3 Value.
22
2
West.
3
25
20%
$1,050.00
$23,100.00
$18,480.00
1
1
West.
3
25
20%
600.00
600.00
480.00
9
4
West.
12A
30
15%
2,150.00
19,350.00
16,447.50
16
2
West.
12A
30
15%
1,100.00
17,600.00
14,960.00
1
1
West.
12A
30
15%
619.00
619.00
526.15
*11
4
G. E.
80
40
0%
2,639.00
29,029.00
29,029.00
1
4
G. E.
80
40
0%
2,489.00
2,489.00
2,489.00
2
4
West.
56
50
10%
3,500.00
7,000.00
6,300.00
1
2
West.
56
50
10%
1,800.00
1,800.00
1,620.00
1
4
West.
101B
40
5%
2,500.00
2,500.00
2,375.00
65
Total
*
$104,087. 00 $92,706 .65
5% for organization,engineering and incidentals
5,204.35
4,635.33
*With contractor.
Grand Total
$109,291.35
$97,341.98
w
o
p
p
HH
3
o
w
H
O
o
w
to
o
OS
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>
TRUCKS—F. 0. B. FACTORY. S
>
Unit Total Total Hi
t—i
o
f
w
O
a
H
x
Number.
or
Deprecia¬
Price,
Cost,
Present
TYPE.
Dbl.
tion.
New.
New.
Value.
34
McGuire pressed steel
Sgi.
20%
$250.00
$ 8,500.00
$ 6,800.00
9
McGuire Columbian
Sgi.
20%
275.00
2,475.00
1,980.00
3
Peckham, 7 D
Sgi.
20%
252.00
756.00
604.00
25
McGuire pedestal
Sgi.
10%
150.00
3,750.00
3,375.00
5
McGuire maximum traction
Dbl.
25% ■
550.00
2,750.00
2,062.50
1
Dorner 17A
Dbl.
2%
630.00
630.00
617.40
5
Peckham 18 C X
Dbl.
10%
649.00
3,245.00
2,920.50
21
Taylor H. S. B. No. 2
Dbl.
0%
625.00
13,125.00
13,125.00
2
Curtis maximum traction
Dbl.
15%
550.00
1,100.00
935.00
2
Bemis (steel)
Dbl.
25%
350.00
700.00
525.00
2
McGuire 39 A
Dbl.
25%
575.00
1,150.00
862.50
109
Total
0
$38,181.00
$33,807.70
o
X
i
o
>
o
O
O
h-»
H
5% for organization, engineering and incidentals 1,909.05 1,690.39 ^
. i—i
Grand Total $40,090.05 $35,498.09
>
Kj
MISCELLANEOUS CAR EQUIPMENT.
Numbei
of
DESCRIPTION.
%
Depreciation.
Unit
Price,
Total
Cost,
Total
Present
Equipments.
New.
New.
Value.
11
Peter Smith heater No. 3 (installed)
8%
$110.00
$1,210.00
$1,113.20
3
Peter Smith heater No. 3 (delivered but not installed)
8%
72.00
216.00
198.72
5.
Peter Smith heater No. 2 (installed)
8%
135.00
675.00
621.00
16
Franklin water jacket heater No. 1 (installed)
1%
130.00
2,080.00
2,059.20
14
Consolidated electric heaters.
10%
43.50
609.00
548.10
3
Consolidated electric heaters.
10%
50.00
150.00
135.00
1
Consolidated electric heater
10%
25.00
25.00
22.50
24
Westinghouse air brake—double end
4%
335.00
8,040.00
7,718.40
1 '
G. E. air brake—double end
4%
315.00
315.00
302.40
6
Westinghouse air brake for trail car
New
30.00
180.00
180.00
53
Resistance for mosher headlight
3%
4.50
238.50
231.35
39
14 in. Mosher headlights.
3%
20.00
780.00
756.60
6
Security fare registers
10%
20.00
120.00
108.00
1
Hew Haven fare registers
10%
20.00
20.00
18.00
53
Meaker fare registers
10%
18.00
954.00
858.60
21
S. M., No. 5 fare registers
5%
20.00
420.00
399.00
35
S. M., No. 12 fare registers
New
30.00
1,050.00
1,050.00
21
Hunter adjustable illuminated signs
New
12.50
262.50
262.50
120
Wooden sign, 10"x7' painted..
50%
5.00
600.00
300.00
75
Steel plate signs, painted
'20%
1.25
93.75
75.00
8
Complete trailer platforms with steel dash and steel
steps
New
25.00
200.00
200.00
10
Automotoneers
20%
12.60
125.00
100.00
19
Replacing frogs
New
2.75
52.25
52.25
18
Pickups, 0. B. Co
New
1.15
20.70
20.70
19
Motorman's stools
New
1.25
23.75
23.75
36
Coal Hods
New
.25
9.00
9.00
36
Galvanized Fire Shovels
New
.06
2.16
2.16
Total ■
$18,471.61
923.58
$17,365.43
868.27
5% for organization, engineering and incidentals
Grand Total
$19,395.19 $18,233.70
208 VALUATION—SOUTH CHICAGO CITY RAILWAY.
GROUP NO. 1.
Typical Car No. 342.
SPECIFICATION FOR CLOSED PASSENGER MOTOR CAR.
Group 1.
General Description:
Closed passenger body with semi-convertible smoking com¬
partment.
Double truck, 4 ft. 9 in. wheel base, 33 in. wheels.
Longitudinal and cross seats.
Seating capacity, 43.
ROLLING STOCK.
269
General Dimensions:
Length, over bumpers, 43 ft.
Length, over body, 31 ft. 3 in.
Width, over all, 8 ft. Zy2 in.
Height, floor to ceiling, 8 ft.
Height, top of rail to top of trolley board, 12 ft. 1 in.
Truck centers, 19 ft. 6 in.
Framing:
Side sills, yellow pine, 5 in. x 6 in.; reinforced with steel plate,
y in x 18 in.
End sills, oak, \y2 in. x 10 in.
Corner posts, ash, 3 in. x 4*4 in.
Center posts in main compartment, ash, 1 y2 in. x 4 ^in-
Center posts in smoking compartment, ash, 3 in. x 5 in.
Platforms:
Vestibuled.
Length, front, 4 ft Zy2 in.; rear, 4 ft. 11 in.
Width of opening, front, 31 in.; rear, 35 in. (double).
Bumpers, front, steel, angle 3l/2 in. x 5 in., and coupler bumper
of oak, 8 in. x 16 in., steel'plated; rear, coupler bumper
oak, steel plated.
Dash, steel.
Sheathing:
Side, y in. x 14 in. poplar above y in. x 18 in. steel plate.
End, poplar.
Roof:
Full monitor, with steam coach hood.
Material, wood and canvas.
Carlines, ash.
Windows:
Side sash, 14 drop, 8 removable, total 22.
Main compartment, 14 lower, 29^ in. x 27 in.; 14 upper,
29y2 in. x 1;6y2 in.
Smoking compartment, 8, 5 ft. \y> in. x 2&y2 in.
End sash, double, inner sash hinged.
Number and size, 4, 17 in. x 41 in.
Partition sash, single, fixed.
Number and Size, 2, 21 y2 in. x 41 in.
Monitor sash, 22 side, 1 rear, 1 in partition.
Side, 7 in. x 29 in., movable.
End and partition, 7 in. x 51 in., fixed.
210 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Doors:
Front body, single sliding, for 26^2 in. opening.
Rear body, double siding, for 37 in. opening.
Partition, single sliding, for 26 in. opening.
Vestibule, single swing, for 31 in. opening.
Floor:
Single, yellow pine with ash strips.
Interior Woodwork:
Main compartment, cherry.
Smoking compartment, oak with exposed posts.
Ceiling, quarter sawed oak veneer.
Seats:
Capacity, smoker, 15; main compartment, 28; total, 43.
Main compartment, 10 reversible cross seats and two fixed
longitudinal seats, Hale & Kilbourn make, with rattan cov¬
ering.
Smoking compartment, 8 wooden folding cross seats, school
pattern, made by A. H. Andrews & Co. Seven of these to
be capable of holding two passengers each, and one to be
for one passenger only.
Width of aisle, main compartment, 25 in.; smoking compart¬
ment, 22y2 in.
Lighting:
Type, electric.
Number of fixtures, 30.
Number of lights, 30.
Curtains:
Material, pantasote.
Fixtures, main compartment, Forsyth; smoking compartment,
National Lock Washer.
Fender.
One, Berg.
Steps:
Front, double, Stanwood.
Rear, single, Stanwood; built to suit two 35 in. platform
openings.
Signals:
Two gongs, 14 in.
2 conductor's bells, 6 in.
ROLLING STOCK. , 211
Trimmings:
Bronze, 12 Dayton adjustable openers on deck sash, match
scratcher on each seat and post in smoking compartment.
Window Guards:
Side, diamond mesh wire screens for lower sash in main
compartment and for full opening in smoking compart¬
ment.
End, three iron rods.
Gates:
Two double wire gates to fit two 35 in. platform openings and
swing outward. These gates are of the Minneapolis pat¬
tern, operated by motorman.
Signs:
Front, Hunter transparent, adjustable, illuminated.
Hand Brakes:
One ratchet wheel. '
Fare Register:
Equipment for No. 5 Sterling-Meaker register, operated by
rod.
Interior Finish:
Woodwork in main compartment to be filled and given one
coat shellac and two coats rubbing varnish; smoking com¬
partment to be finished weathered oak.
212. VALUATION—SOUTH CHICAGO CITY RAILWAY.
GROUP NO. 2.
Typical Car No. 303.
• <*■"
SPECIFICATION FOR CLOSED PASSENGER MOTOR CAR.
Group 2.
General Description:
Closed passenger body with smoking compartment.
Double truck, 4 ft. 9 in. wheel base, 33 in. wheels.
Longitudinal seats.
Seating capacity, 52.
General Dimensions:
Length over bumpers, 45 ft. 4 in.
Length over body, 36 ft.
Width over all, 7 ft. 5 in.
Height, floor to ceiling, 7 ft. 4 in.
ROLLING STOCK.'
213
Height, top of rail to top of trolley board, 11 ft. 9 in..
Truck centers, 21 ft. 3 in.
Framing:
Side sills, yellow pine, 6 in. x 8 in.; reinforced with £4 x 8 in.
steel plate.
End sills, oak, 6 in. x 8 in.
Corner posts, ash, 4 in. x 4 in.
Center posts, ash, 1 y2 in. x 5 in.
Platforms:
Vestibuled.
Length, 4 ft.
Width of opening, 31 in.
Bumpers, steel, angle, Zl/2 in. x 4^4 in.
Dash, steel.
Sheathing:
Side, poplar.
End, poplar.
Roof:
Monitor type.
Materials, wood and canvas.
Carlines, ash.
Windows:
Side sash, single, drop.
Number and size, 24, 34y2 in. x 38 in.
End sash, double, partition sash hinged.
Number and size, four, 18}4 in. x 33 in.
Partition sash, single, fixed.
Number and size, two, 18^4 in. x 33 in.
Monitor sash, 26.
Side, 24, movable, 9 in. x Z3l/2 in.
End, two, fixed, 9 in. x 42 in., with movable signal sash.
Partition, one, fixed, 9 in. x 42 in.
Doors:
Body, two single sliding, for 25 in. opening.
Vestibule, two folding, for 31 in. opening.
Partition, one single sliding, for 25 in. opening.
Floor: *
Single, yellow pine with ash strips.
Interior Woodwork:
Cherry; ceiling, bird's eye maple veneer.
Seats:
Total capacity, 52.
Type, longitudinal, fixed, no springs.
214 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Material, rattan covered.
Width of aisle, 39 in.
Lighting:
Type, electric.
Number of fixtures, 10.
Number of lights, 10.
Curtains:
Material, Crown cloth F84.
Fixtures, Forsyth.
Fender:
One, Berg, brackets for two.
Steps:
Front, one, single, Stanwood.
Rear, one, double, wood tread, metal stringers.
Signals:
Two gongs, 14 in.
Two conductor's bells, 6 in.
Trimmings:
Material, bronze. '
Sand Boxes:
Number, four.
Type, De France.
Window Guards:
Side, none. ,
End, three brass tubes. ,
Sign Brackets:
End, for two, 18 in. x 24 in. steel plate.
Side, for two, 10 in x 7 ft. wood signs.
Hand Brakes:
None.
Fare Register:
Equipment for Sterling-Meaker register.
Interior Finish:
Interior woodwork to be filled and given one coat shellac and
two coats rubbing varnish.
Exterior Finish:
Exterior of body to be finished with Murphy's ABC system,
color to be vermilion below the belt, chrome yellow
orange above, and to receive one coat rubbing varnish and
two coats finishing varnish.
ROLLING STOCK.
215
GROUP NO. 3.
Typical Car No. 325.
SPECIFICATION FOR CLOSED PASSENGER MOTOR CAR.
Group 3.
General Description:
Closed passenger body with smoking compartment.
Double trucks, 4 ft. 9 in. wheel base, 33 in. wheels.
Longitudinal and cross seats.
Seating capacity, 44.
216 VALUATION—SOUTH CHICAGO CITY RAILWAY.
General Dimensions:
Length, over bumpers, 42 ft. 3 in.
Length, over body, 31 ft. 7 in.
Width, over all, 8 ft. 4 in.
Height, floor to ceiling, 8 ft. 2 in.
Height, top of rail to top of trolley board, 12 ft. 1 in.
Truck centers, 19 ft. 6 in.
Framing:
Side sills, yellow^pine, 5 in. x 7 in.; reinforced with ]/2 in. x 7 in.
steel plate.
End sills, oak, 5 in. x 7 in.
Corner posts, ash, 4 in. x 4 in.
Center posts, ash, 2 in. x 43^ in. (6 piers on each side).
Platforms: ,
Vestibuled. ,
Length, 4 ft. 2 in.
Width of opening, 29 in.
Bumpers, steel angle Zy2 in. x 6 in.
Dash, steel.
Sheathing:
Side, poplar.
End, poplar.
Roof:
Monitor type.
Material, wood and canvas.
Carlines, ash.
Windows:
Side sash, 22, double, drop.
Size, lower, 26^ in. x 28 in.; upper, 15 in. x 28 in.
End sash, double, partition sash hinged.
Number and size, four, 18 in. x 39 in.
Partition sash, single, fixed. ,
Number and size, two, 22y2 in. x 33 in.
Monitor sash, side, 22; end, two.
Side, 7 in. x 28 in., movable.
End, front, round brass adjustable signal frame with three
glasses; rear, round brass, stationary.
Doors:
Body, two double sliding, for 37 in. opening.
Vestibule, two folding, for 29 in. opening.
Partition, one single sliding, for 26 in. opening.
Floor:
Yellow pine, single, with ash strips.
ROLLING STOCK.
217
Interior Woodwork:
Mahogany; ceiling, quartered oak veneer.
Seats:
Total capacity, 44.
Number and type, 10 reversible, 6 longitudinal, fixed. ■
Make, Hale & Kilbourn.
Material, rattan.
Width of aisle, 22 in. and 46 in.
Lighting:
Type, electric.
Number of fixtures, 20.
Number of lights, 20.
Curtains:
Material, pantasote.
Fixtures, Forsyth.
Fender:
One, Berg.
Steps:
Two, single Stanwood.
Signals:
Two gongs, 14 in.
Two conductor's bells, 6 in.
Trimmings:
Material, bronze.
Sand Boxes:
Number, two.
Type, De France.
Window Guards:
Side, four iron rods.
End, three brass tubes.
Signs:
Front, one Hunter transparent adjustable.
Side, brackets (only) for two wood signs, 10 in. x 7 ft.
Hand Brakes:
Berg patent ratchet, single end.
Fare Register:
Equipment for Sterling-Meaker No, 5, operated by rod.
Track Scrapers:
One pair Van Dorn & Dutton. ,
218 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Interior Finish:
Interior woodwork to be filled and given one coat shellac and
two coats rubbing varnish.
Exterior Finish:
Exterior woodwork to be finished with Murphy's ABC sys¬
tem, color to be vermilion below the belt, chrome yellow
orange above, and to receive one coat rubbing varnish and
two coats finishing varnish.
ROLLING STOCK.
219
GROUP NO. 4.
Typical Car No. 109.
SPECIFICATION FOR CLOSED PASSENGER MOTOR CA!
Group 4.
General Description:
Closed passenger body.
Single truck, 7 ft. wheel base, 33 in wheels
Reversible seats. ' wllttls-
Seating capacity, 32.
220 VALUATION—SOUTH CHICAGO CITY RAILWAY.
General Dimensions:
Length, over bumpers, 30 ft.
Length, over body, 21 ft.
Width, over all, 8 ft. 1 in. ,
Height, floor to ceiling, 7 ft. 9l/2 in.
Height, top of rail to top of trolley board, 11 ft. 1 in.
Framing:
Side sills, yellow pine, 7 in. x 7]/2 in.; reinforced with y in.- x
7 in. steel plate.
End sills, oak, 6 in. x 7 in.
Corner posts, ash, 2T/2 in. x 2l/2 in.
Center posts, ash, 2 in. x 2y2 in.
Platforms:
Vestibuled. ,
Length, 4 ft.
Width of opening, 32 in.
Bumpers, oak, steel plated.
Dash, steel.
Sheathing:
Side, above belt poplar sheathing; below belt concave steel
panels. *
End, poplar panels.
Roof:
Type, monitor.
Material, wood and canvas.
Carlines, ash.
Windows:
Side sash, 18, double drop.
Number and size, 14 upper, 16 in. x 27 in.; four upper, 16 in. x
21 in.; 14 lower, 27 in. x 27 in.; four lower, 21 in. x 27 in.
End sash, double, inner sash hinged.
Number and size, four, 21^ in. x 35 in.
Monitor sash, 20.
Side, 18 fixed, 7 in. x 26 in.
End, two fixed, 7 in. x 37 in., with removable signal sash.
Doors:
\
Body, two single sliding, for 25 in. opening.
Vestibule, three folding, for 32 in. opening.
Floor:
% in. yellow pine with ash strips., ,
Interior Woodwork:
Birch; ceiling, basswood with no head lining.
ROLLING STOCK.
•221
Seats:
Total capacity, 32.
Type, reversible.
Maker, Brownell.
Material, wood.
Width of aisle, 19 in.
Lighting:
Type, electric.
Number of fixtures, five.
Number of lights, five.
Curtains:
Material, pantasote.
Fixtures, Curtain Supply Co. cable.
Fenders:
One, Berg; brackets for two.
Steps:
Number and type, two, single, Stanwood.
Dimensions, tread, 10 in. x 31 in.; rise, 13 in,.
Signals:
Two gongs, 14 in.
Two conductor's bells, 6 in.
Trimmings:
Material, bronze.
4 •
Sand Boxes:
Number, one.
Type, Ham.
Window Guards:
Side, four iron rods.
End, three iron rods.
Sign Brackets:
End, for two, 18 in. x 24 in. steel plate.
Side, for two, 10 in. x 7 ft. wood signs.
Hand Brakes:
Single or double end, double.
Type, Lion patent ratchet.
Fare Register:
Equipment for Meaker register, operated by cord.
Track Scrapers:
One pair, Van Dorn & Dutton.
222 VALUATION—SOUTH CHICAGO CITY RAILWAY.
GROUP NO. 5.
Typical Car No. 115.
SPECIFICATION FOR CLOSED PASSENGER MOTOR CAR.
Group 5.
General Description:
Closed passenger body.
Single truck, 7 ft. wheel base, 33 in. wheels.
Reversible seats.
Seating capacity, 32.
ROLLING STOCK.
223
General Dimensions:
Length, over bumpers, 30 ft.
Length, over body, 20 ft.
Width, over all, 8 ft. 1 in.
Height, floor to ceiling, 7 ft. 9y2 in.
Height, top of rail to top of trolley board, 11 ft. 1 in.
Framing:
Side sills, yellow pine, 7 in. x 7y2 in.; reinforced with y in. x
7 in. steel plate.
End sills, oak, 6 in. x 7 in.
Corner posts, ash, 2y2 in. x 2y> in.
Center posts, ash, 2 in. x 2y> in.
Platforms:
Open.
Length, 4 ft.
Width of opening, 32 in.
Bumpers, oak, steel plated.
Dash, steel.
Sheathing:
Side, above belt poplar sheathing; below belt concave steel
panels.
End, poplar panels.
Roof:
Type, monitor. ,
Material, wood and canvas.
Carlines, ash.
Windows:
Side sash, 18, double drop.
Number and size, 14 upper, 16 in. x 27 in.; four upper, 16 in. x
21 in; 14 lower, 27 in. x 27 in.; four lower, 21 in. x 27 in.
End sash, double, inner sash hinged.
Number and size, four, 2\y> in. x 35 in. ,
Monitor sash, 20.
Side, 18, fixed. 7 in. x 26 in.
End, 2 fixed, 7 in. x 37 in., with removable signal sash.
Doors:
Body, two single sliding, for 25 in. opening.
Floor:
in. yellow pine with ash strips.
Interior Woodwork:
Birch; ceiling, basswood with no head lining.
Seats:
Total capacity, 32.
Type, reversible.
224 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Maker, Brownell.
Material, wood. ,
Width of aisle, 19 in.
Lighting:
Type, electric.
Number of fixtures, five.
Number of lights, five.
Curtains:
Material, Pantasote.
Fixtures, Curtain Supply Co. cable.
Fenders:
One, Berg; brackets for two.
Steps:
Number and type, two, single, Stanwood.
Dimensions, tread, 10 in. x 31 in.; rise, 13 in.
Signals:
Two gongs, 14 in.
Two conductor's bells, 6 in.
Trimmings:
Material, bronze. ,
Sand Boxes:
Number, one.,
Type, Ham.
Window Guards:
Side, four iron rods.
End, three iron rods.
Gates:
Two diamond wire and one pantograph.
Sign brackets:
End, for two, 18 in. x 24 in. steel plate.
Side, for two, 10 in. x 7 ft. wood signs.
Hand Brakes:
Single or double end, double.
Type, Lion patent ratchet.
Fare Register:
Equipment for Meaker register, operated by cord.
Track Scrapers:
None.
ROLLING STOCK.
225
GROUP NO. 6.
Typical Car No. 418.
—. » n
■% ——— — o -— —=———
SPECIFICATION FOR CLOSED PASSENGER MOTOR CAR.
Group 6.
General Description:
Closed passenger body.
Single truck, 7 ft. wheel base, 33 in. wheels.
Cross and longitudinal seats.
Seating capacity, 28.
General Dimensions:
Length, over bumpers, 30 ft.
226 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Length, over body, 20 ft.
Width, over all, 8 ft. 6l/2 in.
Height, floor to ceiling, 7 ft. 11 in.
Height, top of rail to top of trolley board, 11 ft. 2 in.
Framing:
Side sills, yellow pine, two pieces, Al/2 in. x Sy2 in., with l/2 in.
steel plate between.
End sills, oak, 6 in. x S]/2 in.
Corner posts, ash, Zl/2 in. x 3 in.
Center posts, ash, 1 y2 in. x 5 in.
Platforms:
Vestibuled.
Length, 49 in.
Width of opening, 31 in.
Bumpers, oak, steel plated.
Dash, steel.
Sheathing:
Side, convex and concave y2 in. poplar panels.
End, y2 in. poplar panel.
Roof:
Monitor type.
Materials, wood and canvas.
Carlines, ash.
Windows:
Side sash, 14" double, drop.
Number and size, lower, 29^ in. x 26^2 in.; upper, 29j^ in. x
16^2 in.
End sash, double, inner sash hinged.
Number and size, four, 16^2 in. x 41^ in.
Monitor sash, 14 side, two end.
Side, 7 in. x 29 in., movable.
End, 7 in. x 48 in., fixed, with separate signal sash.
Doors:
Body, two double sliding, for 37 in. opening.
Vestibule, four folding, for 29 in. opening.
Floor:
Single, yellow pine, with ash strips.
Interior Woodwork:
Cherry; ceiling, quartered oak veneer.
Seats:
Total capacity, 28".
Number and type, 10 reversible cross; four fixed longitudinal.
Make, Hale & Kilbourn.
ROLLING STOCK.
227
Material, rattan.
Width of aisle, 20 in. and 44 in.
Lighting:
Type, electric.
Number of fixtures, three.
Number of lights, 10.
Curtains:
Material pantasote.
Fixtures, Forsyth.
Fender:
One, Berg.
Steps:
Two, single Stan wood.
Signals:
Two gongs, 14 in.
Two conductor's bells, 6 in.
Trimmings:
Material, bronze.
Sand Boxes:
Number and type, two, Ham.
Window Guards:
Side, four iron rods.
End, three brass tubes.
Sign Brackets:
End, for two 18 in. x 24 in. steel plate signs.
Side, for two 10.in. x 7 ft. wood signs.
Hand Brakes:
Double end, patent ratchet.
Fare Register:
Equipment for Sterling-Meaker No. 5 register, operated by
cord.
Track Scrapers:
One pair, Van Dorn & Dutton.
Interior Finish:
Interior woodwork to be filled and given one coat shellac and
two coats rubbing varnish.
Exterior Finish:
Exterior of body to be finished with Murphy's ABC system,
color to be vermilion below the belt, chrome yellow
orange above, and to receive one coat rubbing varnish and
two coats finishing varnish.
228 VALUATION—SOUTH CHICAGO CITY RAILWAY.
GROUP NO. 7.
Typical Car No. 30.
SPECIFICATION FOR CLOSED PASSENGER MOTOR CAR.
Group 7.
General Description:
Closed passenger body.
Single truck, 7 ft. wheel base, 33 in. wheels.
Longitudinal seats.
Seating capacity, 22.
r
ROLLING STOCK. 229
General Dimensions:
Length, over bumpers, 27 ft. 8 in.
Length, over body, 18 ft.
Width, over all, 8 ft. 1 in.
Height, floor to ceiling, 7 ft. 9y2 in.
Height, top of rail to top of trolley board, 11 ft. 1 in.
Framing:
Side sills, yellow pine, 4 in. x 5 in.
End sills, oak, 5 in. x 5 in.
Corner posts, ash, 21/2 in. x 4 in.
Center posts, ash, 1 y2 in. x 4y in.
Platforms:
Vestibuled.
Length, 47 in.
Width of opening, 32 in.
Bumpers, oak, steel plated.
Dash, steel.
Sheathing:
Side, concave and convex y2 in. poplar panels.
End, y2 in. poplar panels.
Roof:
Monitor type.
Materials, wood and canvas.
Carlines, ash.
Windows:
Side sash, single, drop.
Number and size, 12, 34y2 in. x 36 in.
End sash, double, inner sash hinged.
Number and size, two, 30 in. x 40 in.
Monitor sash, side, movable; end, fixed.
Side, 12, 8 in. x 34 in.
End, two, 8 in. x 43 in., with removable signal sash.
Doors:
Body, two single sliding, for 25 in. opening.
Vestibule, two folding, for 32 in. opening.
Floor:
Single, yellow pine, with ash strips.
Interior Woodwork:
Cherry; ceiling, quarter-sawed oak veneer.
Seats:
Total capacity, 22.
Type, longitudinal, fixed.
Maker, Hale & Kilbourn.
230 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Material, rattan.
Width of aisle, 40 in.
Lighting:
Type, electric.
Number of fixtures, five.
Number of lights, five.
Curtains:
Material, Crown cloth F84.
Fixtures, Forsyth.
Fender:
One, brackets for two.
Steps:
Two, single, Stanwood.
Signals:
Two gongs, 14 in.
Two conductor's bells, 6 in.
Trimmings:
Interior, bronze.
Grab handles, iron.
Sand Boxes:
Number and type, four, Ham.
Window Guards:
Side, none.
End, three iron rods.
Sign Brackets:
End, for two 18 in. x 24 in. steel plate signs.
Side, for two 10 in. x 7 ft. wood signs.
Hand Brakes:
Double end, patent ratchet.
Fare Register:
Equipment for Sterling-Meaker No. 5, operated by cord.
Track Scrapers:
One pair, Van Dorn & Dutton.
Interior Finish:
Interior woodwork to be filled and given one coat shellac and
two coats rubbing varnish.
Exterior Finish:
Exterior of body to be finished with Murphy's ABC system,
color to be vermilion below the belt, chrome yellow orange
above, and to receive one coat rubbing varnish and two
coats finishing varnish.
ROLLING STOCK.
231
GROUP NO. 8.
Typical Car No. 25.
SPECIFICATION FOR CLOSED PASSENGER MOTOR CAR.
Group 8.
General Description:
Closed passenger body.
Single truck, 7 ft. wheel base, 33 in. wheels,
Longitudinal seats.
Seating capacity, 22.
232 VALUATION—SOUTH CHICAGO CITY RAILWAY.
General Dimensions:
Length, over bumpers, 27 ft.
Length, over body, 18 ft.
Width, over all, 7 ft. 6 in.
Height, floor to ceiling, 7 ft. 5 in.
Height, top of rail to top of trolley board, 11 ft. 1 in.
Framing:
Side sills, yellow pine, 4 in. x 5 in.
End sills, oak, 5 in. x 5 in.
Corner posts, ash, 2y2 in. x 4 in.
Center posts, ash, 1 ]/2 in. x 4)4 in-
Platforms:
Vestibuled.
Length, 43 in.
Width of opening, 33l/2 in.
Bumpers, oak, steel plated.
Dash, steel.
Sheathing:
Side, convex and concave panels, y2 in. poplar.
End, y2 in. poplar.
Roof:
Monitor type. 4
Materials, wood and canvas.
Carlines, ash.
Windows:
Side sash, single, drop.
Number and size, 12, 34^ in. x 36 in.
End sash, double, inner sash hinged.
Number and size, four, 20 in. x 34 in.
Monitor sash, side, movable; end, fixed.
Side, 12, 9 in. x 34 in.
End, two, 9 in. x 42 in., with removable signal sash.
Doors:
Body, two single sliding, for 25 in. opening.
Vestibule, two folding, for 33y in. opening.
Floor:
Single, yellow pine, with ash strips.
Interior Woodwork:
Cherry; ceiling, bird's eye maple veneer.
Seats:
Total capacity, 22.
Type, longitudinal, fixed.
Material, carpet covered.
Width of aisle, 38 in.
ROLLING STOCK.
233
Lighting:
Type, electric.
Number of fixtures, five.
Number of lights, five.
Curtains:
Material, Crown cloth F84.
Fixtures, Forsyth.
Fender:
One, brackets for two.
Steps:
Number and type, two, single.
Material, steel, tread covered with wood.
Signals:
Two gongs, 14 in.
Two conductor's bells, 6 in.
Trimmings:
Interior, bronze.
Grab handles, iron. ■
Sand Boxes:
Number and type, four, Ham.
Window Guards.
Side, none.
End, three brass tubes.
Sign Brackets:
End, for two 18 in. x 24 in. steel plate signs.
Side, for two 10 in. x 7 ft. wood signs.
Hand Brakes:
Double end, patent ratchet.
Fare Register:
Equipment for Sterling-Meaker No. 5, operated by cord.
Track Scrapers:
One pair, Van Dorn & Dutton.
Interior Finish:
Interior woodwork to be filled and given one coat shellac and
two coats rubbing varnish.
Exterior Finish:
Exterior of body to be finished with Murphy's ABC system,
color to be vermilion below the belt, chrome yellow orange
above, and to receive one coat rubbing varnish and two
coats finishing varnish.
234
VALUATION—SOUTH CHICAGO CITY RAILWAY.
GROUP NO. 9.
Typical Car No. 24.
SPECIFICATION FOR CLOSED PASSENGER TRAIL CAR.
*>
Group 9.
General Description:
Closed passenger body.
Single truck, 7 ft. wheel base, 33 in. wheels,
Longitudinal seats.
Seating capacity, 26,
ROLLING STOCK.
General Dimensions:
Length, over bumpers, 27 ft.
Length, over body, 18 ft.
Width, over all, 7 ft. 7 in.
Height, floor to ceiling, 7 ft. 6 in.
Height, top of rail to top of roof, 10 ft. 10 in.
Framing:
Side sills, yellow pine, 4 in. x 5 in.
End sills, oak, 4 in. x 7 in.
Corner posts, ash, 2y2 in. x Al/2 in.
Center posts, ash, 1 y2 in. x 4y in.
Platforms:
Vestibuled.
Length, 43y2 in.
Width of opening, 33 in. ,
Bumpers, oak, steel plated.
Dash, poplar sheathing.
Sheathing:
Side, convex and concave, y2 in. poplar panel.
End, y2 in. poplar panel.
Roof:
Monitor type.
Material, wood and canvas.
Carlines, ash.
Windows:
Side sash, single, drop.
Number and size, 12, 34^ in. x 35 in.
End sash, double, inner sash hinged.
Number and size, four, 19 in. x 35 in.
Monitor, 12 side, two end.
Side, 9 in. x 34y2 in., movable.
End, 9 in. x 44 in., fixed.
Doors:
Body, two single sliding, for 25 in. opening.
Vestibule, none.
Floor:
Single, yellow pine, with ash strips.
Interior Woodwork:
Cherry; ceiling, bird's eye maple veneer.
Seats:
Total capacity, 26.
Type, longitudinal, fixed,
236 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Material, carpet cover.
Width of aisle, 38 in.
Lighting:
Type, electric.
Number of fixtures, five.
Number of lights, five.
Curtains:
Material, Crown cloth F84.
Fixtures, Forsyth.
Steps:
Number, two, single.
Material, steel plate with wood cover for tread.
Signals:
Two conductor's bells, 6 in.
Trimmings:
Inside, bronze.
Grab handles, iron.
Window Guards:
Side, none.
End, three brass tubes.
Gates:
Two pantagraph.
Sign Brackets:
End, for two 18 in. x 24 in. steel plate signs.
Side, for two 10 in. x 7 ft. wood signs.
Hand Brakes:
Double end, ratchet.
Fare Register:
Equipment for Meaker register, operated by cord.
Interior Finish:
Interior woodwork to be filled and given one coat shellac and
two coats rubbing varnish.
Exterior Finish:
Exterior of body to be finished with Murphy's ABC system,
color to be vermilion below the belt, chrome yellow orange
above, and to receive one coat rubbing varnish and two
coats finishing varnish.
ROLLING STOCK.
237
GROUP NO. 10.
Typical Car No. 241.
SPECIFICATION FOR OPEN PASSENGER MOTOR CAR.
Group. 10.
General Description:
Open 13 bench, body.
Maximum traction trucks, 4 ft. 6 in. wheel base, 33 in and 24 in.
wheels.
Fixed and reversible seats.
Seating* capacity, 65.
No center aisle.
238
VALUATION—SOUTH CHICAGO CITY RAILWAY.
General Dimensions:
Length, over bumpers, 35 ft. 3 in.
Length, over corner posts, 27 ft. 9 in.
Width, over all (one step open), 9 ft. 2 in.
Width, over eaves, 7 ft. 5 in.
Height, floor to ceiling, 7 ft. 9]/2 in.
Height, top of rail to top of trolley board, 11 ft. 10 in.
Truck centers, 23 ft. 1 in.
Framing:
Side sills, yellow pine, 5 in. x 5 in.; reinforced with % in. x 7 in.
steel plate.
End sills, oak, 4 in. x 9 in.
Corner posts, ash, 3^ in. x 4 in.
Center posts, ash, 2*4 in. x 4 in. *
Platforms:
Open.
Length, 29 in.
Width of opening, \9y> in.
Bumpers, oak, steel plated.
Dash, steel.
Sheathing:
Side, seat panels, y2 in. poplar.
Roof:
Monitor type.
Material, wood and canvas.
Carlines, ash.
Windows:
End sash, four, 26j4 in. x 39 in.; two, \9y2 in. x 39 in.
Monitor sash, side, movable; end, fixed.
Side, eight, 6l/2 in. x 20 in.; 16, 6l/2 in. x 28 in.
End, two, 6l/2 in. x 35 in., with removable signal sash.
Width of Entrances:
Four, 19y2 in.; four, 22 in.; 16, 16 in.
Floor:
Single, yellow pine.
Interior Woodwork.
Ash; ceilng, ash roof boards, exposed.
Seats:
Total capacity, 65.
Number and type, four fixed, nine reversible.
Material, ash.
ROLLING STOCK.
239
Lighting:
Type, electric.
Number of fixtures, 10.
Number of lights, 10.
Curtains:
Cloth on spring rollers.
Fender:
One, brackets for two.
Steps:
Number and type, two, longitudinal, hinged.
Material, wood.
Signals:
Two gongs, 14 in.
Two conductor's bells, 6 in.
Trimmings:
Sash, bronze.
Seat, malleable iron.
Guards:
Side, diamond mesh wire screens, 30 in. wide.
End, two wood strips on windows.
Sign Brackets:
End, for two 18 in. x 24 in. steel plate signs.
Side, for two 10 in. x 7 ft. wood signs.
Hand Brakes:
Double end, patent ratchet.
Fare Register:
Equipment for Meaker register, operated by cord.
240 VALUATION—SOUTH CHICAGO CITY RAILWAY.
\
GROUP NO. 11.
Typical Car No. 202.
SPECIFICATION FOR OPEN PASSENGER TRAIL CAR.
Group 11.
General Description:
Open, 33-bench body with center aisle.
Maximum traction trucks, 4 ft. 6 in. wheel base, 33 in. and 24
in. wheels.
Fixed seats.
Seating capacity, 66.
ROLLING STOCK.
241
General Dimensions:
Length over bumpers, 43 ft. 8 in.
Length, over corner posts, 35 ft. 8 in.
Width, over eaves, 7 ft. 8 in.
Height, floor to ceiling, 7 ft. 6V2 in.
Height, top of rail to top of roof, 11 ft. 10 in.
Truck centers, 22 ft. 6 in.
Framing:
Side sills, yellow pine, 3 in. x 6 in., reinforced with steel angle
2>y2 in. x 6^2 in.
End sills, oak 3 in. x 10 in.
Corner posts, ash, 2^4 in. x 3 in. .
Center posts, ash, 234 in. x 4 in.
Platforms:
Open.
Length, front 30 in., rear 45 in.
Width of opening, 18^4 in. (from body of car).
Bumpers, oak, steel plated.
Dash, steel.
Sheathing:
Seat panels, y2 in. poplar.
Roof:
Monitor type.
Material, wood and canvas.
Carlines, ash.
Windows:
End sash, four, 27^4 in. x 33^4 in.
Side monitor, thirty-two, 6 in. x 24 in., fixed.
End monitor, two, 6 in. x 43^4 in., fixed.
Entrances:
Two, 18^4 in. wide, on one side (only), situated next to bulk¬
head on opposite side from platform.
Floor:
Single, yellow pine.
Interior Woodwork:
Ash; ceiling, quartered oak veneer.
Seats:
Total capacity, 66.
Type, cross fixed.
Material, wood.
Width of aisle, 18>4 in.
242 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Lighting:
Type, electric.
Number of fixtures, 10.
Number of lights, 10.
Curtains:
Cloth on Hartshorn rollers.
Steps:
Number, two, double.
Material, wood treads, steel plate strings.
Signals:
Two conductor's bells, 6 in.
Trimmings:
Material, iron.
Guards:
Side, five iron rods.
End, none.
Gates:
One, pantagraph.
Hand Brake:
Single, end.
Fare Register:
Equipment for Meaker register, operated by cord.
ROLLING STOCK.
243
GROUP NO. 12.
Typical Car No. 226.
SPECIFICATION FOR OPEN PASSENGER TRAIL CAR.
Group 12.
General Description:
Open, 10 bench, trail car.
Pedestal trucks, 7 ft. wheel base, 30 in. vv ee s.
Cross seats, no center aisle.
Seating capacity, 50.
244 VALUATION—SOUTH CHICAGO CITY RAILWAY.
General Dimensions:
Length, over bumpers, 26 ft.
Length, over corner posts, 18 ft.
Width, over all, 7 ft. 5 in.
Height, floor to ceiling, 7 ft. iy2 in.
Height, top of rail to top of roof, 10 ft. 2 in.
Framing:
Side sills, yellow pine, 4 in. x 6 in.; reinforced with }4 in. x 6 in.
steel plate.
End sills, oak, 2 in. x 10 in.
Corner posts, ash, 3 in. x 4j4 in.
Center posts, ash, 2j4 in. x 4j4 in.
Platforms:
Open.
Length, 31 in.
Width of opening, 21*4 in.
Bumpers, oak, steel plated.
Dash, steel.
Sheathing:
Side, seat panels *4 in. poplar.
Roof:
Monitor type.
Materials, wood and canvas.
Car lines, ash.
Windows:
End, six, 22 in. x 33*4 in.
Monitor, eight side, two end.
Side, 6 in. x 25 in., fixed.
End, 6 in. x 44 in., fixed.
Entrances: ^
Number and width, six, 21^4 in.
Floor:
Single, yellow pine.
Interior Woodwork:
Ash; ceiling, quartered oak veneer.
Seats:
Total capacity, 50.
Type, fixed, cross.
Material, ash.
Lighting:
Type, electric.
Number of fixtures, five.
Number of lights, five.
ROLLING STOCK. 245
Curtains:
Material, cloth.
Fixtures, Curtain Supply Co.'s cable.
Steps:
Number, two.
Type, longitudinal, fixed.
Material, wood on malleable iron brackets.
Signals:
Two conductor's bells.
Trimmings:
Iron.
Guards:
Side, wooden rack.
End, none.
Sign Brackets:
End, for two 18 in. x 24 in. steel plate signs.
Hand Brakes:
Double end, plain.
Fare Register:
Equipment for Meaker register to be operated by cord from
both sides of car.
Interior Finish:
Interior woodwork to be filled and given one coat shellac and
two coats rubbing varnish.
Exterior Finish:
Exterior of body to be finished with Murphy's ABC system,
color to be vermilion below and chrome yellow orange
above, and to receive one coat rubbing varnish and two
coats finishing varnish.
246 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Sprinkler.
ROLLING STOCK.
247
Sweeper.
248 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Snow Plow.
EXHIBIT IV
POWER PLANT EQUIPMENT
POWER PLANT EQUIPMENT.
251
EXHIBIT IV.
POWER PLANT EQUIPMENT.
POWER PLANT EQUIPMENT DEPRECIATIONS.
The following annual rates for depreciation have been used as
a basis of depreciating the power plant equipment. Apparatus has
been depreciated at these rates down to 20% of its wearing value,
the wearing value being determined by subtracting the scrap value
from the cost new. All power plant equipment has been consid¬
ered as worth 20% of its wearing value as long as it is in operating
condition.
701 Machinery foundations Note
702 Coal handling machinery 6%
Ash handling machinery 10%
Combined coal and ash handling machinery 8%
703 Grates and stokers 10%
704 Boilers and settings 3j^%
705 Breeching and connections, brick 5%
Breeching and connections, steel 10%
706 Stacks and draft equipment 7%
707 Heaters, superheaters and economizers 5% to 10%
708 Water softening plant
709 Pumps 5%
710 Air compressors 5%
711 Engines, Corliss, slow speed 3% to 5%
Engines, automatic, high speed 5% to 10%
712 Condensers 5%
713 Pipe and covering.. 3^%
714 Generators, compensators, transformers, etc 5% to 10%
Modern direct connected generators. 5%
Belt driven generators 5% to 10%
715 Switchboards, generator leads 2% to 4%
Miscellaneous items 5%
The fixed parts of stokers depreciate very little and the mov¬
ing parts and grates very rapidly. As the moving parts are re¬
newed and maintained in good conditions all stokers in operation
have been depreciated 25%. Machinery foundations have been de¬
preciated at a percentage determined from the life of the apparatus
supported.
252 VALUATION—SOUTH CHICAGO CITY RAILWAY.
POWER PLANT EQUIPMENT.
Value of Power Plant Equipment Complete. Figured as Part of an
Operating Electric Railway. Condition of Plant.
The plant was installed 1893. The boiler plant then comprised
three 350-h. p. Stirling water tube boilers, which are still in use.
Another 350 h. p. Stirling water tube boiler was added to the plant
in 1904. One 405-h. p. Stirling water tube boiler, complete with ac¬
cessories, and a new 72 in. x 153 ft. stack were contracted for in
1907, and are now being installed. Three single cylinder Reynolds
(22 in. x 48 in.) horizontal Corliss engines each belted to Edison
bi-polar dynamos comprised the power units in 1893. In 1896 there
was added one Green & Wheelock horizontal cross compound
(20 in. x 48 in.) engine direct connected to Westinghouse 500-k. w.
direct current generator. In 1904 the Edison bi-polar dynamos
above mentioned were displaced with three 500-k. w. Bullock double
current generators. These generators, together with the four en-,
gines herein described, and one General Electric booster set, com¬
prise the present operating power units of the equipment. Three
110-k. w. transformers step up the alternating current for trans¬
mission to Hammond substation. Boilers are in ordinary operating
condition. Allowable steam pressure, 150 lb. Engines and gen¬
erators are in fairly good condition. The cross-compound engine
said to have had new high pressure steam cylinder installed in 1907.
Two of the Reynolds engines said to have had new guide frames
placed in August, 1907. New condensers were installed in connec¬
tion with Reynolds engines in summer of 1907. The ash handling
machinery now not being used, said to be undergoing repairs.
DETAILS OF EQUIPMENT.
701 Machinery Foundations:
These are constructed of brick and concrete.
702 Coal and Ash Handling Apparatus:
There is no coal handling apparatus.
Ash handling apparatus consists of link chain conveyor and
elevator, driven by motor or engine.
703 Grates and Stokers:
*Dorrence and Martin shaking grates, total area, 359 sq. ft.
704 Boilers and Settings:
4 350-h. p. Stirling water tube.
1 405-h. p. Stirling water tube, being installed.
705 Breeching and Connections:
*Steel connections between boilers and economizer.
Brick connections between economizer and stack.
POWER PLANT EQUIPMENT. 253
706 Stacks and Draft Equipment:
Brick stack, 7 ft inside diameter, 13 ft square outside, 101
ft. high, with 9 ft. diameter, 85 ft. steel extension.
*1 steel stack, 6 ft. diameter, 153 ft. high, under construction.
707 Heaters, Superheaters and Economizers:
1 24 header Greene fuel economizer.
1 12 header Greene fuel economizer.
2 3 ft. x 7 ft. condensation receiver tanks.
Pumps:
1 18 in. cyl. belt driven conden'ser pump.
1 single acting horizontal circulating pump (Union).
1 single acting boiler feed pump (Union).
2 duplex drip and oil pumps (Worthington).
1 duplex fire pump (Worthington).
*1 duplex boiler feed pump (Deane).
1 duplex boiler feed pump (Worthington).
Air Compressors:
1 locomotive type Westinghouse air compressor.
Engines:
3 Reynolds single cylinder horizontal Corliss, 22 in. x 48 in.
1 Greene and Wheelock horizontal cross compound, 24 in. x
48 in. x 48 in.
Condensers:
3 Baragwanath barometric condensers.
1 jet condenser.
Piping and Covering:
* Wrought iron pipe, cast iron fittings, valves, etc.
^Magnesia pipe covering.
Generators, Transformers, Etc.:
3 Bullock 300-k. w. double current belted generators.
1 Westinghouse 500-k. w. direct connected direct current gen¬
erator.
1 General Electric 110-k. w. booster set.
3 110-k. w. Bullock oil-cooled transformers.
715 Switchboard and Generator Leads:
1 (19) panel blue Vermont marble board, Weston instru¬
ments, I. T. E. circuit breakers, copper bus bars and con¬
nections. Rubber covered wire used in connections be¬
tween generators and switchboard.
Miscellaneous:
Leather belting, ventilating fans, oil filters and tanks, etc,
*—Includes new equipment now being added.
710
711
712
713
714
POWER PLANT EQUIPMENT
Equipment. Depreciation Cost New. Scrap]Value. Less Scrap. Depreciation. Depredation Preserrt Value.
Machinery Foundations. $ 12,943.50 $12,943.50$ 6,471.75$ 6,471.75$ 6,471.75
Coal and Ash Handling
Apparatus 10% yr. 472.00 $ 40.00 432.00 216.00 216.00 256.00
Grates and Stokers 25% total 1,926.00 187.00 1,739.00 434.75 1,304.25 1,491.25
Boilers and Boiler Set¬
tings 3|%yr. 16,450.00 600.00 15,850.00 6,725.00 9,125.00 9,725.00
Breeching and Connec¬
tions 5% yr. 680.00 21.50 658.50 494.00 164.50 186.00
Stacks and Draft Equip¬
ment 7% yr. 3,526.25 149.00 3,377.25 1,940.01 1,437.24 1,586.24
Heaters and Economizers 5% yr. 6,342.20 214.00 6,128.20 3,983.30 2,144.90 2,358.90
Pumps.. 5% yr. 4,700.00 44.00 4,656.00 2,036.00 2,620.00 2,664.00
Air Compressors 5% yr. 100.00 1.00 99.00 24.75 74.25 75.25
Engines. 4% yr. 29,400.00 2,442.00 26,958.00 13,235.85 13,722.15 16,164.15
Condensors 1,232.00 73.00 1,159.00 126.81 1,032.19 1,105.19
Piping and Covering... . 4% yr. 14,960.00 912.00 14,048.00 5,619.00 8,429.00 9,341.00
Generators, Transform¬
ers, etc 5% yr. 42,285.00 4,780.80 37,504.20 9,702.95 27,801.25 32,582.05
Switchboards 4% vr.)
Generator Leads 2% yr. j 7-526-00 623 87 6>902 13 1.209,93 5,692.20 6,316.07
Misc. Belts, Oil Tanks,
Filters, Ventilating
Equipment, etc 5-10% yr. 2,935.00 381.00 2,554.00 891.17 1,662.83 2,043.83
Total $145,477.95 $10,469.17$ 135,008.78 $53,111.27 $81,897.51 $92,366.68
Engineering, etc., 10% 14,547.80 5,311.13 9,236.67
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Total $160,025.75 $10,469.17$149,556.58 $58,422.40$91,134.181101,603.35
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POWER PLANT EQUIPMENT.
255
New Equipment Now Being Installed.
Foundations ... $ 717.50
Boilers and Grates 5,190.00
Breeching and Stack 1,748.00
Pumps 470.00
Piping and Covering 1,400.00
Total $ 9,525.50
Engineering, etc., 10% 952.55
Total Cost New Equipment $ 10,478.05
Cost New of Old Equipment 160,025.75
Total Cost New $170,503.80
Present Value Old Equipment $101,603.35
Present Value of New Equipment 10,478.05
Recent Repairs to One Engine 1,915.00
Total Present Value $112,996.40
256 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Power House of the South Chicago City Railway Co.
EXHIBIT V
TOOLS AND MACHINERY
TOOLS AND MACHINERY.
259
EXHIBIT V.
TOOLS AND MACHINERY.
The following lists of tools and machinery were furnished by
the South Chicago City Railway Company. They have been
checked and found correct:
SUMMARY.
Electrical instruments $ 764.00
Floating tools in track department 2,774.51
Fixed tools 8,561.09
Fire protection apparatus 921.28
Wagons and miscellaneous 991.00
Total $14,011.88
Organization, engineering and incidentals, 10% 1,401.18
Total present value $15,413.06
260 VALUATION—SOUTH CHICAGO CITY RAILWAY.
ELECTRICAL INSTRUMENTS. .
Present
Value.
$ 125.00
62.50
140.00
75.00
58.50
55.00
22.50
100.00
100.00
25.50
$764.00
FLOATING TOOLS IN TRACK DEPARTMENT.
9 Huntington track gauges, 4 ft. 8^4 in $ 9.00
2 No. 10 sledges and handles 1.70
1 5-lb. sledge .60
6 drift punches 6.60
2 hand chisels 1.00
6 carrying hooks 9.00
4 12 qt. galvanized pails .80
8 18 qt. galv. coal hods 2.00
3 10 qt. galvanized pails .45
1 hydraulic rail bender 264.00
1 Jim Crow 20.00
1 Jim Crow 5.00
3 horses with rollers for bender 9.00
3 switch padlocks 3.00
12 paving hammers 24.00
16 5 ft. jack handles 6.40
5 axe handles 1.00
2 1 pt. coppered steel torches .60
26 No. 11 lanterns, 26 No. 39 globes 18.20
2 string lights 4.50
2 push cars 20.00
47 lining bars 37.60
70 tamping bars 38.50
13 claw bars 18.20
34 spike mauls .' . 23.80
35 No. 2 shovels .. ..' 21.00
20 scoop shovels 12.00
40 snow shovels 10.00
85 clay picks and handles 51.00
7 wheelbarrows 21.00
5 No. 2 b. p. hammers 3.25
2 26 in. hand saws 3.00
3 6 ft. cross-cut saws 5.10
13 foot adzes, 5 in. cut 16.25
4 hand axes, 5 in. cut 4.00
4 chopping axes, 5 in. cut 3.60
4 18 in. hacksaw frames 6.00
4 18 in. keystone ratchets 31.00
7 14 in. Billings ratchets with sockets 82.25
5 rail forks 6.75
23 rail tongs 23.00
5 track levels 8.75
Store-Room.
1 Wheatstone bridge with galvanometer
1 Whitney 2-scale bond tester with shunt
2 600-volt voltmeter, No. 2463 and No. 3248 Weston
1 Weston 150-ampere ammeter, No. 1006
1 Bristol recording voltmeter, 500-volt
1 Thomson wattmeter, 50-ampere
1 Thomson wattmeter, 50-ampere
1 Thomson wattmeter
1 Thomson wattmeter, 450-ampere, 600-volt
1 multiplier, 0-75 and 0-750 volts
TOOLS AND MACHINERY. ~ 261
Floating Tools in Track Department.—Continued.
Present
Value.
3 tool boxes $ 30.00
2 bond compressors 42.00
1 adjustable clamp for bond 5.00
9 tamping picks and handles 5.40
35 track wrenches 14.00
1 24 in. spirit level. 1.40
1 brace, 18 in. sweep .65
2 in. ship augers .' 1.40
1 Buda jack drill 18.00
1 Cyclone track drill 17.50
1 rail grinder, 1 h. p. motor 67.00
12 spike maul handles 1.50
5 adze handles 1.25
6 pick handles 1.20
8 Morden track jacks 110.00
6 Jenney track jacks 60.00
1 Sampson rail bender 52.00
1 Norton 15-ton jack 15.00
1 American torch for soldering bonds 27.50
6 square sand rammers 9.00
1 7000 lb. rev. h. p. roller 320.00
1 6A Bryant rail saw, with y2 in. saw 175.00
15 % in. taper shank drills 6.28
15 3/4 in. taper shank drills 8.40
20 il in. taper shank drills 12.87
40 in. taper shank drills 29.33
15 1 in. taper shank drills 13.36
5 life in. taper shank drills 5.08
5 ll/s in. taper shank drills 5.70
1 50 ft. Rival steel tape 2.40
2 emergency hose bridges 100.00
1 right hand adjustable portable crossover 350.00
1 left hand adjustable portable crossover 350.00
10 18 in. hacksaw blades .46
1 14 in. half round bastard file .22
1 carpenter square 1.25
1 scythe blade .60
1 claw hammer .50
2 clamps 1.00
100 bonding clamps 5.00
2 handles for grindstone .30
1 soldering ladle .25
4 track brooms 1.16
18 coke forks 22.50
1 Norton 15-ton jack 15.00
1 pair No. 3 Porter's bolt cutters 4.00
1 brush scythe and snathe 1.15
2 saws for Bryant rail saw 30.00
Total present value $2,774.51
1
1
1
1
1
1
1
1
1
1
;o
10
0
2
VALUATION—SOUTH CHICAGO CITY RAILWAY.
FIXED TOOLS.
Machine Shop.
Crane No. 2 pipe vise $
Anderson steam trap
angle iron ladder, 14 ft. long
12 in. x 9 ft. bench, with one drawer
16 in. x 12 ft. bench, with one drawer
28 in. x 5 ft. 6 in. bench, with one drawer
33 in. x 46 in. x 9 in. scrap bin
iron supply rack
10 shelf pattern rack
hook, 12 in. square, 10 ft. long, for tackle block
ft. overhead trolley, 40 lb. T-rail
ft. overhead trolley, 20-lb. T-rail
ft. 1x4 in. trolley iron
ft. 2 in. single leather belting
3 in. x 4 in. iron pulley
10
n.
X
18
in. wood
split pulley
9
n.
X
22
in. wood
split pulley
10
n.
X
22
in. wood
split pulley
7
n.
X
48
in wood
split pulley
4^2
n.
X
10
in. wood
split pulley
9
n.
X
14
in. wood
split pulley
7
n.
X
20
in. wood
split pulley
8
n.
X
16
in. wood
split pulley
5
n.
X
14
in. wood
split pulley
6
n.
X
12
in. wood
split pulley
10
n.
X
10
in. wood
split pulley
7
n.
X
18
in. wood
split pulley
8
n.
X
16
in. wood
split pulley
7
n.
X
6
in. wood
split pulley
5^2
n.
X
20
in. wood
split pulley
8
n.
X
16
in. wood
split pulley
4
n.
X
32
in. wood
split pulley
ey2
n.
X
18
in. iron pulley
3&
3
2
3^2
3
3^2
4
4
6
4
4^
26 in
24 in
n. single leather belt, 45 ft
n. double leather belt, 24 ft
n. single leather belt, 24 ft
n. single leather belt, 24 ft
n. double leather belt, 12 ft
n. single leather belt, 24 ft
n. single leather belt, 24 ft
n. single leather belt, 12 ft
n. single leather belt, 30 ft
n. single leather belt, 24 ft
n. x 24 in. iron pulley
3-groove iron pulley
single iron equalizing pulley for end counter shaft
24 in. 3-groove iron pulley and counter shaft
3 in. x 10 in. iron pulley
2 in. x 32 in. single leather belt
4 in. single leather belt, 32 ft
2y2 in. single leather belt, 33 ft
2 in. single leather belt, 12 ft
3l/2 in. single leather belt, 25 ft
2 in. single leather belt, 22 ft
3 in. single leather belt, 30 ft
2l/2 in. single leather belt, 24 ft
2% in. double leather belt, 26 ft
TOOLS AND MACHINERY. 263
Machine Shop.—Continued.
Present
Value.
1 24 in. single equalizing pulley $ 9.10
2 ll/2 in. single leather belt, 30 ft 6.48
1 ?>l/2 in. double leather belt, 28 ft 14.10
1 3y2 in. double leather belt, 32 ft 16.20
1 3^ in. double leather belt, 15 ft 7.60
1 3]/2 in. double leather belt, 32 ft. 16.20
1 3y2 in. double leather belt, 45 ft 22.70
60 ft. 1 in. Manila rope... 14.85
1 6 in. x 18 in. wood split pulley 2.30
2 adjustable iron go devils 5.00
1 600 lb. Monighan steam hammer 1,026.12
1 grindstone and frame 35.00
1 100-ton Niles wheel press 500.00
1 20 h. p. motor for line shafting 250.00
1 boring mill, 36 in. x 16 in., Lodge & Davis 750.00
1 engine lathe, 12 ft. bed, 24 in. swing 750.00
1 engine lathe, 6 ft. bed, 16 in. swing 300.00
1 planer, 7 ft. bed 550.00
1 milling machine, 8 in. x 30 in. table 350.00
1 square head standard bolt cutter..... 325.00
1 10 in. x 24 in. drill press. 75.00
1 2-wheel spindle emery wheel and stand 55.00
1 small emery wheel stand 42.00
1 18 in. 4-jaw independent chuck 25.00
1 18 in. 4-jaw Cushman chuck 22.00
1 10 in. Cushman chuck 13.00
60 ft. 2t& in. shafting 23.60
6 hangers, C 333 . 19.98
2 couplings, No. 315 6.30
Machine Shop Basement.
1 4 ft. x 8 ft. x 4 ft. sand dryer.. . 35.00
Blacksmith Shop.
1 4y2 in. x 17 in. anvil 20.00
1 8 in. x 2^2 in. iron pulley 1.00
1 No. 2, 16 in. Buffalo Forge Co.'s fan 10.00
1 No. 52 Prentice vise, 8y2 in. jaw • 36.00
1 Parker vise, 5% in. jaw 13.87
1 No. 0 fan, Buffalo Forge Co > 10.00
1 blacksmith's vise, 8 in. jaw 12.65
1 434 in. x 17 in. anvil 21.36
1 4 in. x 3 ft. x 5 ft. bed plate 65.00
1 36 in. x 40 in. Buffalo forge, No. 005 25.00
Foundry.
1 16 in. brass moulders' furnace 50.00
1 brass moulders' tub, 24 in. x 7 ft. 9 in 10.00
Armature Room.
1 Sandstrom coil taper 65.00
1 transformer, S. C. make 100.00
1 Vi h. p., G. E. motor, 500-volt, D. C 35.00
1 Prentice adjustable vise, 3^2 in. jaw 6.38
1 winding machine for field and armature coils 35.00
1 1 h. p. Crocker Wheeler motor, 500-volt 45.00
1
1
2
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
1
1
1
21
30
16
16
30
36
24
20
1
1
1
1
1
1
2
4
1
1
42
1
12
1
1
1
1
1
1
1
VALUATION—SOUTH CHICAGO CITY RAILWAY.
Armature Room—Continued.
Present
Value.
Stowe flexible drill, universal shaft, on 30 in. x 40 in. truck...$ 42.50
6 ft. x 7 ft. baking oven 35.00
armature racks, capacity 5 each 6.00
500-volt motor, Lundell 65.00
Storage Barn.
60 in. blower, Buffalo Forge Co 125.00
Carpenter Shop.
No. 10 variety saw table 125.00
36 in. band saw 65.00
wood turning lathe, 16 in. swing 43.16
5 h. p. 500-volt Triumph motor 135.00
No. 200 Parker vise, 7 in. jaw 7.00
36 in. x 13 ft. carpenter bench, with screws 10.00
30 in. x 14 ft. carpenter bench, with Emert universal vise 25.00
30 in. x 13 ft carpenter bench, with bench screw 10.00
30 in. x 14 ft. carpenter bench, with bench screw 10.00
18 in. x 23 in. x 11 ft. hot water glue heater, 4 pots 12.00
40 in. x 12 ft. sash rack, adjustable 15.00
8 ft. 6 in. transfer table ' 300.00
new Doty 6-A hand punch 37.40
30 in. x 16 ft. carpenter bench, one bench screw 16.00
36 in. x 54 in. upholsterers' bench 9.00
drill press, Preble 15.00
4 in. x 30 in. Athol grindstone, complete 18.51
ft. 2*4 in- single leather belting 3.40
ft. 2y2 in. single leather belting...... 5.40
ft. 3*4 in. single leather belting 4.35
ft. ll/2 in. single leather belting 1.75
ft. 2y2 in. single leather belting 5.40
ft. 4 in. single leather belting 10.40
ft. 3 in. single leather belting 5.20
ft. 1^4 in. line shafting 4.95
4 in. x 10 in. iron pulley 1.30
3y2 in. x 10 in. iron pulley 1.20
5 in. x 20 in. Reeves wood split pulley 2.50
6 in. x 22 in. iron pulley 3.28
4^2 in. x 18 in. iron pulley 2.10
6 in. x 24 in. wood pulley 3.10
1 y2 in. x 42 in. jack shafts 1.15
18 in. shaft hangers 11.30
4 in. x 11 in. iron pulley 1.40
9 in. x 14 in. Reeves wood split pulley 2.68
ft. 4 in. single leather belt 12.10
6 in. x 18 in. iron pulley 2.60
ft. 5 in. single leather belt 4.32
10 gallon can jacket .75
12 in. malleable hack saw frame .50
12 in. malleable hack saw frame 1.10
Car Barn.
36 in. x 36 in. x 36 in. coal bins 2.00
36 in. x 72 in. x 33 in. sand box 3.00
24 in. x 24 in. x 72 in. clothes locker 2.00
34 in. x 10 ft. work bench 5.00
TOOLS AND MACHINERY. 265
Engine Room.
Present
Value.
1 12 ft. x 7 ft. x 5 ft. iron shelf $ 10.00
1 30 in. x 8 ft. work bench. 10.00
2 Buffalo Forge Co. exhausters 98.15
1 5 h. p. New England motor 05.00
1 10 h. p. Westinghouse motor 200.00
25 ft. 3l/2 in. single leather belting 6.30
14 ft. 6 in. double leather belting 12.10
20 ft. 1 y2 in. shafting 3.30
1 24 in. x 6 in. iron pulley 3.64
1 Curtis pipe threader, 4 in. pipe 158.00
1 3 in. bilge pump 23.00
1 centrifugal pump, 3 in. suction, 2 in. disc 32.50
1 Dake steam motor, 8 in.. 100.00
1 10 h. p. 500-volt Perrett motor. 150.00
Total present value $8,561.09
FIRE PROTECTION APPARATUS.
Machine Shop.
2 10 in. copper wet extinguishers $ 25.50
1 bottle extinguishers 1.80
2 28 in. hose reel 6.37
1 8-drop fire alarm box 2.50
2 10-plug private phone boxes 7.50
4 Worchester fire pails 2.25
1 22 in. x 2^2 in. brass nozzle 3.11
3 Liberty fire extinguisher 2.81
5 dry batteries .93
Carpenter Shop.
3 28 in. hose reel 9.55
2 Babcock wet extinguisher 18.00
240 ft. 2^ in. cotton fire hose 90.00
3 22-in. brass hose nozzles , 9.32
1 Worchester fire pail .55
1 16 in. diam. x 3x/2 ft. fire can 1.30
1 8 in. drop Schwarze alarm box 2.40
1 Harden No. 1 10 in. copper wet extinguisher 13.20
1 Liberty fire extinguisher .93
10 tin buckets 1.87
3 water barrels 1.68
5 bottle grenades 2.25
2 Acme wet extinguishers 26.40
1 fire extinguisher cupboard 1.00
Car Barns.
1 8 drop alarm box 2.88
230 ft. 2y2 in. cotton fire hose 23.00
2 C. I. hose reel 6.37
2 brass hose nozzles 6.22
7 galv. brackets 2.10
2 Liberty dry extinguishers 1.87
Power House.
10 Acme wet extinguishers 131.25
3 Sheet iron water buckets .90
266 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Power House—Continued.
Present
Value.
2 28 in. hose reels $ 6.37
630 ft. 2/2 in. cotton fire hose... 236.25
1 18 in. portable hose reel 15.00
2 22 in. x 2y2 in. brass hose nozzles 6.22
2 Worchester pails .90
1 12 in. x 1% in. brass hose nozzles 1.41
1 10 plug phone box 7.50
1 8 drop fire alarm annunciator 2.40
12 ft. 2 in. manila rope, 1.56
52 No. 6 Columbia dry batteries 7.80
2 1% in. x 6 in. brass hose nozzles 1.16
2 1 p2 in. x 16 in. brass hose nozzles 4.80
200 ft. 2 in. cotton fire hose 52.50
2 Ginbert hose racks 6.37
2 Acme extinguishers 25.50
Horse Barns.
1 28 in. hose reel 3.18
1 22 in. hose reel 3.11
1 10 in. wet extinguisher 12.75
120 ft. 2p2 in. cotton fire hose 45.00
30 ft. ll/2 in. rubber hose 5.62
1 old wood hose reel -67
1 water barrel .55
Office Buildings.
1 hose with swing reel 3.75
2 Acme fire extinguishers 17.00
1 F. W. Pike extinguishers 6.50
170 ft. 2l/2 in. hose 35.70
3 Worchester fire pails 6.00
Total present value $ 921.28
WAGONS AND MISCELLANEOUS.
1 tower wagon, Trenton $ 425.00
1 tower wagon, Trenton 100.00
1 box wagon : 50.00
1 single top express wagon 100.00
2 wagon wheels 47 in. dia., 15/g in. tire 15.00
1 wagon wheels 34 in dia., 1% in. tire 8.00
1 wagon wheels 34 in. dia., no tire 3.00
2 pr. wheels with attached running gears 15.00
2 4-wheel 2-horse scrapers 250.00
1 2-wheel push cart 25.00
Total present value $ 991.00
EXHIBIT VI
FURNITURE AND FIXTURES
TOOLS AND MACHINERY.
269
EXHIBIT VI.
FURNITURE AND FIXTURES.
A detailed list of furniture and fixtures was furnished by the
railway company. This has been checked and found correct.
SUMMARY.
Present
Value.
Offices, Ewing avenue, near 95th street $3,249.80
Engine room, near 95th street 19.29
Stables, near 95th street 36.11
Store room, near 95th street 47.02
Engine room office, near 95th street. 50.00
Waiting room, 64th street and Stony Island avenue 23.00
Waiting station, 75th street and Coles avenue . 16.00
Waiting station, 92d street and Buffalo avenue 4.00
Waiting room, 63d street and Madison avenue 98.02
Total $3,543.24
0
2
2
1
1
1
1
1
4
1
2
1
1
1
2
2
VALUATION—SOUTH CHICAGO CITY RAILWAY.
FURNITURE AND FIXTURES.
OFFICES: EWING AVENUE, NEAR 95TH STREET.
Auditor's Office.
Present
Value.
city directory $ 7.50
letter press and stand 15.00
long table 5.00
roll top desk 32.50
long desks, 8 feet 58.00
walnut desk 40.00
box pins .50
catalog case 7.50
roll top desk...' 40.00
rubber stamp and pad. 7.50
desk lights, Ferris 7.50
desk light 2.50
desk light 2.50
check perforator 15.00
Oliver typewriter, 18 in. carriage 90.00
Thatcher revolving slide rule 40.00
Burroughs adding machine 445.00
revolving chairs 10.00
check perforator 7.50
ink well stand .10
penholders ' .25
common chairs 4.00
cuspidor .35
vault door 62.50
challenge eyelet press 3.00
postal scale 2.50
Hayes daily computing table 5.00
Hayes monthly computing table 5.00
ink wells .80
bench for adding machine 1.00
high stool 1.50
old protectograph 5.00
Bates numbering machine 12.00
green covered table 10.00
waste baskets .50
Superior wringer and tub 4.00
38 cal. S. & W. revolver 12.00
74 in. x 9 feet window shades 10.00
Janitor's Room.
8 foot step ladder 1.00
14 foot Miller No. 2 stepladder 1-75
mop wringer 3.00
1^2 bushel basket .25
6 foot stepladder .75
mop handles 76
mop ; ~ .46
floor brushes, 18 in 3.80
car window brush .64
squeegee .34
6 in. dipper .15
counter brushes 1.34
14 in. feather duster .42
FURNITURE AND FIXTURES. 271
Janitor's Room—Continued.
Present
Value.
2 dust pans $ 0.20
1 alligator floor scrub brush .15
1 handy force pump .65
Purchasing Agent's Office.
1 roll top desk 30.00
1 high desk, 7 feet 15.00
1 Ambergs Calumet letter file 12.50
1 catalog case 15.00
1 Oliver typewriter 70.00
1 typewriter stand 5.00
1 desk lamp 2.50
1 revolving chair 5.00
1 common chair 3.00
2 ink wells .20
2 thermometers 1.00
1 high stool 2.00
11 Rubber stamps 6.50
6 pen holders ... .12
3 sponge cups.. „ .15
1 cuspidor .35
2 waste baskets .50
1 14 in. duster .21
3 Shannon bill files 2.25
1 portable book case, vault 10.00
1 Bent wood chair 2.25
Vault—Upstairs.
32 material and labor report file cases 3.20
57 voucher report file cases 5.70
1 10 ft. extension light 2.25
1 6 ft. stepladder .75
14 oak law paper files 44.20
4 filing boxes, 5 in. x 8 in. cards, and case 15.00
2 filing boxes, 5 in. x 8 in. cards, and case 15.00
4 filing boxes, 5-in. x 8 in. cards, and case 16.75
3 filing cabinets, 2 boxes, each 3 in. x 5 in 30.00
1 filing cabinets, 4 boxes, each 3 in. x 5 in 10.00
1 filing cabinets, 2 boxes, each 3 in. x 5 in 15.00
1 Twerwilleger safe, 18 in. x 24 in. x 32 in 150.00
4 drawers, 2 cases 5 in. x 8 in 30.00
Receiver's Office.
1 double flat top desk .. .. 20.00
2 flex, desk lamps 5.00
1 38 cal. Iver Johnson revolver 4.50
2 wire desk baskets .40
4 tin coin trays .80
1 marble slab 20 in. x 20 in 1.00
1 fountain sponge .30
2 leather grips 13.00
1 canvas grip 3.25
2 2-bushel baskets .70
1 revolving chair 5.00
3 common chairs 2.25
1 small roll top desk 25.00
1 cuspidor .35
L
272 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Receiver's Office—Continued.
Present
Value.
4 ink wells $ 0.40
2 8 in. cash boxes .70
1 sponge cup .05
1 arm chair 3.00
1 74 in. x 9 foot window shade 5.00
Claim Agent's Office.
2 curve back chairs 4.50
1 desk chair 6.00
1 swivel leather chair 10.00
1 24 sawed oak flat top desk 30.00
1 iron safe, A. L. Dean & Co 55.00
1 6 ft. x 8 ft. rug 4.00
1 "Practice in Municipal Court," Gilbert 2.00
1 Burns "Annotated Ind. Statutes," Revised 1901, calf binding
with one index, 4 vols 8.00
1 Starr & Curtice "Annotated Statutes of 111.," 3 vol. calf 7.00
1 Sutherland "On Damages," 3 vol. calf 2.00
6 Volumes "Laws of Illinois" 4.00
3 volumes "Street Ry. Law," cloth 3.00
1 Thompson "On Negligence," 2 vol. calf 1.00
1 Moore's "Justice," 1 vol. calf 1.00
1 "Law of Personal Injuries," 1 vol. calf 1.00
1 Booth "On Street Railways," 1 vol. calf 1.00
1 "Acts 1905," Indiana, calf .50
1 "Rev. Municipal "Code of Chicago." By Toleman, cloth 3.00
Purchasing Agent's Vault.
150 ft. shelving 11.00
2 74 in. x 9 ft. window shades 10.00
Manager's Office.
1 organization chart 1.50
10 ft. No. 0 safety chain .30
3 74 in. x 10 ft. window shades 15.00
1 counter duster .67
1 36 in. x 40 in. drawing board 3.50
1 48 in. T square 2.24
1 11 in. x 48 in. oak telephone shelf 3.00
1 waste basket .25
1 cuspidor .35
1 index filing cabinet, 4 drawers and indexes 30.30
1 picture frame, 21 in. x. 25 in 2.00
1 map holder, with map 2.00
1 29 in. x 48 in. blue print cabinet 25.00
1 12 in. x 50 in. book case, 4 shelves 25.00
1 double flat top oak desk 38.00
1 swivel chair 10.00
2 oak desk baskets 2.00
4 curve back chairs 9.00
1 inkwell .10
1 inkwell stank, oak 3.00
1 "Revised Municipal Code," Chicago 3.00
1 stamp pad .10
3 2-line rubber stamps -45
1 1-line rubber stamp T5
FURNITURE AND FIXTURES. 273
Manager's Office—Continued.
- Present
Value.
1 sponge $ 0.15
3 Spencerian clips .15
54 lb. No. 31 rubber bands .55
9 penholders .20
1 desk blotter holder .75
1 "Perfect" transfer file 2.75
Secretary's Office.
1 roll top desk 30.00
1 roll top typewriter desk 10.00
1 Underwood typewriter desk 22.50
1 typewriter chair 5.40
1 flat table 15.00
1 swivel leather chair 6.50
2 wire waste baskets .50
2 curve back chairs 6.00
1 double wire waste basket .50
1 cuspidor .35
1 roll top desk lamp 2.50
1 flexible desk lamp 2.50
1 Challenge eyelet punch 3.00
4 high back arm chairs 12.00
1 letter press 5.50
1 wardrobe 25.00
1 note book holder for stenographer 1.25
1 Underwood typewriter 97.50
4 inkwells .40
1 inkwell stand .30
6 pen holders .12
54 lb. No. 10 rubber bands .51
50 No. 4 Magill fasteners .15
150 'No. 2 Magill fasteners .23
1 box pins .55
1 8-inch cash box .35
1 erasing shield .15
1 No. 1 ink pad .10
3 rubber stamps, single line .45
1 rubber stamp, 2-line .25
1 circular typewriter eraser .05
1 stenographer note book .05
1 No. 3346 triplicate order book .35
1 No. 3345 triplicate order book .12
2 letter files .50
1 200 page journal .65
1 pair 12-in. shears .92
2 ink wells .20
1 Magill fastener punch .75
1 sponge cup .05
2 bottles Higgins' waterproof ink .50
3 penholders .09
1 whisk broom .16
1 autograph stamp, J. L. Matson 1.50
2 1 line rubber stamps .30
1 dater .25
1 stamp pad .10
1 Spencerian clip .05
1 14-in. hard rubber ruler .25
1
1
1
1
2
1
1
1
1
1
1
1
1
1
1
2
4
1
1
1
1
1
3
6
1
1
1
1
5
2
2
1
1
1
1
1
1
1
1
1
1
1
1
1
J5
6
1
1
1
1
1
2
VALUATION—SOUTH CHICAGO CITY RAILWAY.
Secretary's Office (Continued).
Present
Value.
]4-in. round rule $ 0.25
8-line rubber stamp .85
3-line rubber stamp .45
2-line rubber stamp .25
1-line rubber stamps .30
autograph stamp 1.00-
city directory 7.50
So. Chicago city directory 4.00
Hammond city directory 4.00
7 in. x 12 in. x 7 in. letter head cabinet 2.50
double oak ink well stand .50
cuspidor - .35
pt. red ink .45
pt. black .35
Manhattan typewriter No. 9 35.00
window shades, 42 in. x 96 in '.. 3.00
Upstairs Hall.
signs 4.00
12-foot ladder 2.00
letter press 5.50
Superintendent's Office.
53 in. x 44 in. double flat top desk 25.00
flex, lamp 2.50
7 in. x 13 in. cash box .75
sponge cups .30
ink wells .60
Diebolt safe 75.00
2-drawer filing cabinet, 27 in. x 24 in. x 20 in., and stand 35.00
15 ft. x 4 ft. cabinet, 5 drawers and 5 doors 30.00
10 ft. x 4 ft. cabinet, 4 drawers and 4 doors 20.00
straight back chairs 3.75
arm chairs # 4.00
swivel chairs 5.00
letter press and stand 15.00
wringer 4.00
18 in. x 6 ft. cabinet 2.00
Manhattan typewriter 35.00
24 in. x 18 in. pigeon hole cabinet 5.00
44 cal. repeating rifle, 12-shot 15.00
45 cal. Colt's revolver 15.00
continuous register check 500 PP, 12 x 16 in. canvas 11.00
Blickensderfer typewriter, No. 3 5.00
100-page journal .70
register book, 150 pages .70
leather holster 1.50
leather belt, 25 cartridges. 1.00
16-c. p., 110-v. lamps 3.87
rolls toilet paper .30
whisk broom .15
jar paste .25
dater .15
Fayette rivet hammer .35
in. belt punch .15
car mileage books, canvas 16.50
FURNITURE AND FIXTURES. 275
Superintendent's Office—Continued.
Present
Value.
1 leather top table, 8 ft. x 3 ft $ 20.00
1 roll top desk 30.00
1 cuspidor .35
4 frames 4.00
2 Snellen eye test types 3.00
3 letter copying books 4.50
1 portable vault cabinet 8.00
13 200-p. journals 9.10
1 filing index, S. K. 755 1.15
1 transfer file, No. 18944 2.75
1 operating organization chart 1.00
1 ink well .10
1 cane seat chair .75
1 mirror, 13 in. x. 20 in 1.00
1 string light 2.00
1 vault door 62.50
Vault Downstairs.
40 voucher boxes 4.00
1 No. 2 surety of claim record 2.00
1 4-line rubber stamp .25
1 stamp pad .10
11 10-name time books 1.75
15 copies "Motorman and His Duties" 15.00
1 cash box 1.00
1 roll paper for "Register Bad Order" 2.00
200 ft. 1 in. x 12 in. shelving 13.00
1 Dean safe 55.00
1 shelf for fire extinguisher .50
1 electric watchman's clock " 160.00
3 window shades, 74 in. x 9 ft 15.00
38 ft. 24 in. flex, iron matting, in hallway 20.00
1 9 in. x 13 in. x 5 ft. 8 in. cabinet, 8 doors 8.00
7 signs 6.00
1 wire door mat, 22 in. x 36 in .50
Conductor's Room.
1 picture frame 1.00
1 picture frame .50
5 cuspidors 2.50
1 19 in. x 84 in. shelf 3.00
1 30 in. x 96 in. oak table 15.00
1 mirror, 15 in. x 29 in 1.00
1 iron lantern rack 5.00
1 broom .75
2 18 in. x 12 ft. wood settees 8.00
Master Mechanic's Office.
1 flat desk 5.00
1 drawing table 2.00
1 B/P cabinet, 39 in. x. 72 in., 19 pigeon holes 12.00
1 oak frame, 27 in. x 34 in 1.00
2 chairs 1.50
1 cuspidor .35
1 waste basket .25
1 desk chair 2.00
•
2
3
1
4
1
1
1
1
1
1
1
1
1
1
3
2
8
1
1
1
1
1
1
2
1
1
1
•9
3
1
1
)0
1
6
1
3
K
1
25
1
25
1
1
1
2
1
25
8
VALUATION—SOUTH CHICAGO CITY RAILWAY.
Master Mechanic's Office—Continued.
' Present
Value.
ink wells $ 0.20
pen holders .06
sponge cup .10
200-p. journals 2.60
Reading Room.
53 in. x 93 in. blackboard 5.00
42 in. x 48 in. blackboard 5.00
frame, 43 in. x 72 in., oak, with map 3.00
18 in. x 24 in. frame 1.00
19 in. x 26 in. frame .*.... .50
table, 35 in. x 72 in ". . . . 5.00
automatic "Bad Order Car Recorder" 30.00
47 in. x 97 in. oak table 15.00
36 in. x 72 in. oak table 10.00
24 in. x 15 ft. newspaper rack 5.00
cane seat chairs 2.35
solid chairs 1.50
wood cuspidors 4.00
42 in. x 48 in. pine table 4.00
Miscellaneous Office Supplies and Stationery.
J. F. C.'s Desk.
box J pens .55
box No. 14 pens .55
box Falcon pens .30
dater .25
stamp pad .10
steel eraser .65
typewriter ribbons 1.50
large clip .05
arm rest .50
wire desk basket .20
102 typewriter erasers .20
111 pencil erasers .09
box clips 1 .15
pair scissors .40
Crown file bands .75
hammer cross pien, 1 lb .40
W. R. G.'s Desk and Office.
sponges '. .50
drinking cup .05
rolls toilet paper .14
box Falcon pens • .30
steel eraser -65
voucher forms .30
box matchless rubber bands , 1.00
miscellaneous pencils -75
pair scissors 100
counter 3.25
date " -25
stamp pads ._ -20
Spencerian clip -05
voucher forms -30
Kohinoor pencils, 6H -30
»
FURNITURE AND FIXTURES. 277
W. R. G.'s Desk and Office—Continued.
Present
Value.
3 penholders $ * 0.09
100 Crown file bands .75
y2 box bank pens .30
1 Shannon file .75
3 boxes No. 2 Dennison's fasteners .45
2 boxes McGill's fasteners .30
1 tin stamp box .60
2 clutch binders 5.00
1 post binder 3.50
J. A. F.'s Desks.
1 box 38 caliber cartridges .50
1 magnifying glass 1.20
1 box Falcon pens .30
1 No. 3346 manifold cover .35
1 No. 3347 filler .10
1 stool .60
Total $3,249.80
Engine Room.
1 waste basket $ .29
1 organization chart 1.25
1 12 in. x 22 in. x 18 in. catalog cabinet 2.00
1 swivel desk chair .5.00
1 34 in. x 39 in. x 42 in. desk 5.00
1 office chair 5.00
1 cane chair .75
Total $19.29
STORE-ROOM.
24 roller towels $ 12.00
4 roller fixtures 1.00
1 flat top desk 10.00
1 catalog case 7.50
1 chair 1.50
2 ink wells .20
1 stamp pad .10
1 3-line rubber stamp 1.20
1 2-line rubber stamp .50
1 1-line rubber stamp .15
1 flex, desk lamp 2.50
1 No. 783 beam compass 7.80
1 45-degree 12-in. triangle 1.25
1 12-in. round rubber ruler .25
1 60-degree triangle .75
4 penholders .12
1 pt. Arnold's writing fluid .20
Total $47.02
ENGINE ROOM OFFICE.
1 20 in. x 42 in. x 6 ft. wardrobe. . $20.00
1 roll top desk 30.00
Total
$50.00
278 VALUATION—SOUTH CHICAGO CITY RAILWAY.
WAITING ROOM, 64TH ST. AND STONY ISLAND AVE.
Present
Value.
1 sign, 12 in. x 12 ft $ 4.00
1 sign, 24 in. x 16 ft., on posts 6 in. x 6 in. x 12 in 12.00
2 7 ft. settees 7.00
Total $23.00
WAITING STATION, 75TH ST. AND COLES AVE.
2 12 ft. settees $16.00
WAITING STATION, 92D ST. AND BUFFALO AVE.
1 6 ft. settee $4.00
WAITING ROOM, 63D AND MADISON AVE.
10 8 ft. settees $40.00
4 7 ft. settees 13.60
1 24 ft. settee 12.00
3 garbage cans 7.50
10 J/2 x 12 in. carbons .30
30 rolls toilet paper, oval 1.95
4 Springfield holders 1.42
2 small Larimour door checks 4.20
1 lantern .75
50 ft. Ya in. garden hose and fittings 5.00
1 10-ft. Miller step ladder 1.25
3 Blount door checks 9.00
3 fibre cuspidors 1.05
Total $98.02
STABLES.
2 iron beds, ^4 $
2 mattresses 8-00
2 single blankets 4.00
2 double blankets 7.96
2 pillows 2.00
4 pillow slips .60
2 chairs 100
1 stool -50
1 bench .75
1 cuspidor .30
1 cupboard .2.00
Total $36.11
EXHIBIT VII
BUILDINGS
EXHIBIT VII.
BUILDINGS.
SUMMARY.
These values are exclusive of the real estate, tracks, overhead construction, power plant equipment, hand and
power tools and furniture.
i "Name. Location. Cost New.
Power house, offices and motor-car
barn Ewing Avenue, near 95th Street $ 82,442,83 $
Machine shop
Carpenter and paint shop
Stables
Lumber shed
Store house
Oil and bolt house
Oil house
Coal shed
Cheltenham car barn Coles Avenue, between 78th and 79th
Streets, Chicago 7,764.24
Waiting room Madison Avenue and 63d Street 11,483.27
Waiting room. 64th Street and Stony Island Avenue 2,819.78
Breakwater 75th Street and Lake Avenue 4,025.00
.Timber dock Rear of power house 6,568.80
ii
a
a
a
U
a
a
a
a
u
a
a
a
a
a
a
a
u
$ 82,442.83
17,729.65
13,466.63
5,745.36
338.03
492.01
1,426.85
742.69
312.75
Present
Value.
63,893.20
13.740.48
10.436.64
4,452.66
297.47
329.65
1,191.42
497.61
218.93
6,075.52
11.052.65
1,716.73
1,006.25
1,642.20
Total
$155,357.89
$116,551.41
t
282 VALUATION—SOUTH CHICAGO CITY RAILWAY.
BUILDINGS.
COST NEW AND DEPRECIATION.
In order to obtain the cost new of buildings herein treated,
actual measurement of each was taken in the field, the quantities
of material contained was then computed, and present prices for
material and labor was then applied. To the cost thus obtained
was added 15% for organization, engineering and incidentals, and
this total was taken as cost new.
Buildings have been depreciated at a rate depending on the
material used in their construction, the use to which they have
been put and their exposure to deteriorating surroundings.
POWER HOUSE OFFICES AND MOTOR CAR HOUSE,
EWING AVENUE, NEAR 95TH STRET.
Built 1893.
Cost New.
Excavation and back fill for building footings, and slag
fill under floors $ 5,567.10
Building foundations; masonry and concrete, car pits and
brick and concrete floors 16,321.07
Superstructure, Masonry (brick and cut stone), sills and
coping 19,955.56
Structural steel and irOn work 7,567.82
Carpenter work; framing, floors, roofs, trim, ventilators,
stairways, sidewalks 8,508.57
Mill work; windows (glazed), hardware and incidentals 3,734.57
Roofing—composition and slate 1,349.08
Sheet metal work; gutters, downspouts, ventilators, flash¬
ing and skylights and rolling doors 2,909.20
Lath and plastering 1,007.28
Painting and miscellaneous glazing, calcimining, etc 1,961.41
Drainage system 438.97
Plumbing, lockers, water piping. .* 681.27
Heating system 728.70
Fire protection apparatus (piping only) 124.58
Lighting system 514.14
Telephone and Signal system 298.10
Transportation system (office elevator) 22.00
Total $71,689.42
Organization, engineering and incidentals, 15% . ... 10,753.41
Total cost new $82,442.83
Depreciation (15 years @ 1/4% per annum) 22l/2% 18,549.63
Total present value $63,893.20
BUILDINGS.
283
MACHINE SHOP.
EWING AVENUE, NEAR 95TH STRET.
Built 1893.
Cost New.
Excavation and fill $ 418.00
Foundations of walls, piers and retaining- walls 3,274.90
Brick work, cut stone sills and coping 3,723.47
Steel work 1,645.35
Carpenter work, floor and roof framing, partitions, etc. . . 3,500.45
Mill work and glazing 958.89
Roofing 304.50
Sheet metal, flashing and downspouts 181.90
Painting 299.25
Drainage from downspouts and closets 79.10
Plumbing and lockers 227.17
Heating system 398.44
Piping for fire.system 56.20
Lighting system 257.07
Telephone and fire alarm systems 63.80
Rails for transfer table 28.60
Total ....$15,417.09
Organization, engineering and incidentals, 15% 2,312.56
Total cost new $17,729.65
Depreciation (15 years @ lp2% per annum) 22l/2% 3,989.17
Total present-value .\ .$13,740.48
284 VALUATION—SOUTH CHICAGO CITY RAILWAY.
PAINT SHOP.
EWING AVENUE, NEAR 95TH STREET.
Built 1893.
Cost New.
Excavation and fill $ 129.52
Foundations 2,198.00
Brick work, cut stone, sills and coping 3,722.82
Steel work, hardware 1,147.57
Carpenter work, floor and roof framing 2,356.19
Mill work.' 939.60
Roofing 227.00
Sheet metal, flashing, gutters and downspouts 79.92
Painting 121.27
• Drainage 53.71
Plumbing 75.40
Heating 279.15
Piping for fire system 103.10
Lighting 205.65
Telephone and fire alarm systems 42.62
Transfer table rails 28.60
Total $11,710.12
Organization, engineering and incidentals, 15% 1,756.51
Total cost new $13,466.63
Depreciation (15 years @ ll/2% per annum) 22^% 3,029.99
Total present value $10,436.64
BUILDINGS.
285
STABLE.
EWING AVENUE, NEAR 95TH STREET.
Built 1893.
Cost New.
Excavation and fill $ 49.50
Building foundations 1,050.00
Brick work, cut stone, sills and coping 1,911.19
Steel work, iron stall fittings, etc 350.40
Carpenter work, floors, partitions 1,015.62
Mill work 232.41
Roofing 52.50
Sheet metal flashing 2.. 69.50
Painting 30.80
Water supply 7.29
Heating 97.30
Fire system piping 56.77
Electric light 51.41
Telephone and fire alarm systems 21.28
Total $4,995.97
Organization, engineering and incidentals, 15% 749.39
Total cost new ! $5,745.36
Depreciation (15 years @ 1%% per annum) 22%% 1,292.70
Total present value $4,452.66
LUMBER SHED.
EWING AVENUE, NEAR 95TH STREET.
Built 1905.
Cost New.
Steel work $ 5.50
Carpenter work. . 169.99
Mill work 29.45
Roofs 24.00
Sheet metal work 40.80
Painting 24.20
Total : , $293.94
Organization, engineering and incidentals, 15% 44.09
Total cost new $338.03
Depreciation (15 years @ 1%% per annum) 22%% 40.56
Total present value $297.47
286 VALUATION—SOUTH CHICAGO CITY RAILWAY.
STORE HOUSE.
EWING AVENUE, NEAR 95TH STREET.
Built 1897.
Cost New.
Excavation and fill $ 8.00
Foundations 91.00
Brick work 211.80
Steel work 84.70
Roofs 30.14
Painting - . . 2.20
Total $427.84
Organization, engineering and incidentals, 15% 64.17
Total cost new $492.01
Depreciation (11 years @ 3% per annum) 33% 162.36
Total present value $329.65
OIL AND BOLT HOUSE.
EWING AVENUE, NEAR 95TH STREET.
' i
Built 1897.
Cost New.
Excavation and fill $ 15.00
Foundations 138.00
Brick work 693.80
Steel and iron work 237.16
Carpenter work 5.00
Mill work 29.60
Roofs 73.10
Painting 5.50
Pleating 36.98
Lighting 6.60
Total $1,240.74
Organization, engineering and incidentals, 15% 186.11
Total cost new $1,426.85
Depreciation (11 years @1%% per annum) 16j4% 235.43
Total present value $1,191.42
BUILDINGS.
287
OIL HOUSE.
EWING AVENUE, NEAR 95TH STREET.
Built 1897.
Cost New.
Excavation and fill ' $ 9.00
Foundations . . 126.00
Brick work 318.40
Steel and iron work 111.32
Carpenter work 2.50
Mill work 34.40
Roofing- 42.00
Painting 2.20
Total $645.82
Organization, engineering and incidentals, 15% 96.87
Total cost new $742.69
Depreciation (11 years @ 3% per annum) 33% 245.08
Total present value $497.61
COAL SHED.
EWING AVENUE, NEAR 95TH STREET.
Built 1904.
Cost New.
Steel and iron work $ 10.78
Carpenter work 261.18
Total $271.96
Organization, engineering and incidentals, 15% 40.79
Total cost new $312.75
Depreciation (3 years @ 10% per annum) 30% 93.82
Total present value $218.93
288 VALUATION—SOUTH CHICAGO CITY RAILWAY.
CHELTENHAM CARBARN.
COLES AVENUE, NEAR 78TH STREET.
Built 1893.
Cost New.
Excavation for walls and piers $ 76.00
Masonry foundations for walls 855.00
Brick work 2,848.00
Steel work, nails, window guards, etc 198.00
Carpenter work, roof framing 2,002.75
Mill work, including glazing 190.00
Roofing 378.00
Painting ! 53.46
Transfer table 118.80
Lighting 31.51
Total $6,751.52
Organization, engineering and incidentals, 15% 1,012.72
Total cost new $7,764.24
Depreciation (14^-years @ 1^2% per annum) 21$%.... 1,688.72
Total present value $6,075.52
BREAKWATER.
75TH STREET AND LAKE AVENUE.
Cost New.
Cost, material and labor $3,500.00
Organization, engineering and incidentals, 15% 525.00
Total cost new $4,025.00
Depreciation, 75% 3,018.75
Total present value ' $1,006.25
BUILDINGS.
289
WAITING ROOM.
MADISON AVENUE AND 63RD STREET.
BUILT 1905.
Cost New.
Excavation and fill $ 99.50
Foundations, cement floor and sidewalk. 1,672.40
Brick work, cut stone and coping 2,440.30
Steel work, cast iron columns, lintels, etc 1,559.23
Carpenter work, roof framing, partitions, etc 730.81
Mill, work 244.33
Roofing (composition) 105.00
Sheet metal work, cornice, flashing, skylights, roofing. . . 678.55
Plastering 64.20
Painting 616.00
Plumbing 547.17
Plot water heating 547.12
Gas pipin'g and fixtures 66.58
Lighting, wiring, fixtures and lamps 595.17
Telephone system 19.10
Total $ 9,985.46
Organization, engineering and incidentals, 15% 1,497.81
Total cost new : $11,483.27
Depreciation {2l/2 years @ 1 %>% per annum) 3^4% 430.62
Total present value $11,052.65
TIMBER DOCK.
REAR OF POWER HOUSE.
Cost New.
Cost, material and labor $5,712.00
Organization, engineering and incidentals, 15% 856.80
Total cost new $6,568.80
Depreciation, 75% 4,926.60
Total present value $1,642.20
290 VALUATION—SOUTH CHICAGO CITY RAILWAY.
WAITING ROOM.
64TH STREET AND STONY ISLAND AVENUE.
Built 1900.
Cost New.
Excavation and fill $ 14.25
Foundations 90.25
Superstructure masonry 631.70
Hardware 32.90
Carpenter work 564.00
Mill work 207.81
Roofing 65.00
Sheet metal work 172.54
Plastering * 105.00
Painting and glazing 320.14
Drainage 31.61
Plumbing 116.52
Gas lighting 100.27
Total $2,451.99
Organization, engineering and incidentals, 15% 367.79
Total cost new $2,819.78
Depreciation from December, 1900, when building was
built, to September 30, 1912, the date of termination of
lease (ii years, 9 months @ 2% per annum), 23)G%.. 662.65
Value, September 30, 1912 $2,157.13
(Present value of $1.00@5%, January 31, 1908=$0.79584).
Present value of building to Railway Company $1,716.73
\
EXHIBIT VIII
REAL ESTATE
REAL ESTATE.
293
EXHIBIT VIII.
REAL ESTATE.
SUMMARY.
Plat Present
No. Location. Value.
1 Terminal station, 63(1 Street and Madison Avenue. . .$ 17,500.00
2 Southwest corner Stony Island Avenue and 64th
Street 32,925.00
3 Coles Avenue barn, near 78th Street 5,000.00
4 Power house site, 9338 Ewing avenue 63,966.00
5 101st Street and Avenue "K" (Ewing) 6,000.00
Total valuation $125,391.00
Chicago, March 11, 1908.
Traction Valuation Commission,
Borland Building, Chicago.
Gentlemen:
In conformity with your instructions we have appraised the
real estate of the South Chicago City Railway Company, as indi¬
cated to us on a series of plats referred to in the accompanying
report.
Our values are based on the usual standards, and in cases
where the property is now in use, its particular suitability for such
use is considered. Yours truly,
(Signed) MARVIN A. FARR.
(Signed) JOSEPH DONNERSBERGER.
294 VALUATION—SOUTH CHICAGO CITY RAILWAY.
REAL ESTATE.
PLAT I.
Terminal Station, 63d Street and Madison Avenue.
Lots four (4) and five (5) in Law's subdivision in that part of
the E. y2 of the N. E. % of section 23 (lying west of railroad right
of way), T. 38 N., R. 14, east of 3d P. M
Value, exclusive of improvements .$17,500.00
REAL ESTATE.
295
PLAT II.
Southwest Corner Stony Island Avenue and 64th Street.
Lots one (1) to seven (7) (except N. 11^2 feet) in resubdivided
lots thirty-eight (38), forty-one (41) and forty-two (42) ; and lot
thirty-nine (39) (except N. \\l/2 feet) ; and W. 90 feet lot forty (40)
and W. 25 feet lot forty-three (43) (except S. 15 feet for alley) ;
all in Robertson's subdivision of north 25.25 acres of that part of
E. y2 of the N. E. *4, section 23 (lying east of railroad right of
way), T. 38 N., R. 14, east of 3d P. M.
Value, exclusive of improvements $32,925.00
296 VALUATION—SOUTH CHICAGO CITY RAILWAY.
t
PLAT III.
Coles Avenue Barn, Near 78th Street.
Lot fifty-two (52) in block one (1) in Westfall's subdivision
(first division in S. E. fractional %), in section 30, T. 38 N.,
R. 15, east of 3d P. M.
Value, exclusive of improvements $5,000.00
REAL ESTATE.
297
PLAT IV.
Power House Site, 9338 Ewing Avenue.
A part of the N. W. fractional hi °f section 5, T. 37 N., R. 15,
east of 3d P. M, (South Indian boundary line), commencing at
a point at intersection of a line 200 feet north and parallel to north
line of Taylor's 2d Addition to South Chicago and southwesterly
line of Ewing Avenue, thence northwesterly along southwesterly
line of Ewing Avenue 342.8 feet to a point where said southwesterly
line of Ewing Avenue makes an angle to the northwest; thence
along this line 156.2 feet; thence at right angles to the southwest-
298 VALUATION—SOUTH CHICAGO CITY RAILWAY.
erly line of. Ewing Avenue southwesterly 109.74 feet to a point on
the west line of section 5 and 134.7 feet south of intersection of
said west line of section 5 and southwesterly line of Ewing Avenue;
thence south along said section line 229.54 feet to a point on center
line of dock; thence southerly along center line of dock 120.5 feet
to a point in a line 200 feet north and parallel to north line of Tay¬
lor's 2d Addition and 270.8 feet west of southwesterly line of Ewing
Avenue; thence east 270.8 feet to place of beginning.
Also part of block one hundred and twelve (112) Calumet and
Chicago Canal Dock Company's subdivision of parts of fractional
sections 5 and 6, T. 37 N., R. 15, commencing at a point on east
line of block one hundred and twelve (112), and 134.7 feet south of
intersection of east line of block one hundred and twelve (112) and
southwesterly line of Ewing Avenue; thence south along east line
of block one hundred and twelve (112) 229.54 feet to center line of
dock; thence northwesterly along center line of dock 133.33 feet;
thence northeasterly 188.41 feet to place of beginning.
Excepting from above: A strip of land 25 feet wide 12^ feet
on either side of a line commencing at a point on a line 200 feet
north and parallel to north line of Taylor's 2d Addition and 107
feet west of southwesterly line of Ewing Avenue; thence north¬
westerly to a point on northwest line of property conveyed in block
one hundred and twelve (112) and 143.91 feet southwesterly of in¬
tersection of said northwesterly line and east line of block one hun¬
dred and twelve (112).
Value, exclusive of improvements $63,966.00
REAL ESTATE.
299
PLAT V.
101st Street and Avenue "K" (Ewing).
Lots thirty-six (36) to forty-three (43), inclusive, in block one
(1), Taylor's 3d Addition to South Chicago, being a subdivision of
the south 693.4 feet of the west 1,675.43 feet of the N. W. ^4 °f
section 8, T. 37 N., R. 15, east of 3d P. M.
Value, exclusive of improvements $6,000.00
EXHIBIT IX.
TOOLS, MATERIALS AND SUPPLIES
303
EXHIBIT IX
TOOLS, MATERIALS AND SUPPLIES.
These lists were furnished by the South Chicago City Railway
Company, and have been checked in a general way and accepted
for this inventory.
SUMMARY.
Supplies in storeroom $ 49,535.67
Supplies in shops and barn 35,348.41
Supplies in track department 233.50
Floating tools and supplies in line department 397.34
Floating tools in shops 5,813.66
Patterns 3.484.95
Scrap material 1,420.00
Supplies and books in offices 2,342.31
Total $ 98,57-5.84
Organization, engineering and incidentals, 10% 9,857.58
Total present value $108,433.42
304 VALUATION—SOUTH CHICAGO CITY RAILWAY.
TOOLS, MATERIALS AND SUPPLIES.
Supplies in Store-Room.
Present
Value.
21]/2 lb. antimony $ 4.40
6 lb. asbestos wicking 1.32
5 3^4-in. axles (McGuire trucks) 40.85
2 sy2 in. axles (McGuire trucks) 15.90
7 414 in. axles (McGuire trucks) 84.75
4 454 in. axles (McGuire max. traction trucks) 53.91
12 4*4 in. axles, 12-A motors (Taylor) 150.60
1 414 in. axle', 101-B motors (Taylor) 14.10
4 4J4 in. axles (Hammond sprinkler) 57.00
2 414 in. axles (single truck sprinkler) 28.00
11*4 lb. aluminum 4.05
1 commutator for Westinghouse air brake motor 22.50
3 mica rings for Westinghouse air brake motor 1.95
10 mica rings for Christensen air brake motor 2.59
2 pinions for Westinghouse air brake motors 13.00
6 bearings for Westinghouse air brake motors (rear) 27.00
6 bearings for Westinghouse air brake motors (front) 24.00
3 socket bodies 5.75
6 Christensen bearings 3.00
7,122^4 lb. brass castings 1,424.55
389 A-26-E brake shoes (Taylor trucks) 129.24
169 A-26 brake shoes (McGuire single truck) 64.22
84 A-26-A brake shoes (Peckham trucks) 32.34
43 brake shoes (Curtis maximum trucks) 22.80
44 brake shoes (McGuire maximum trucks) 16.28
20 brake shoes (Dorner maximum trucks) 8.30
168 brake shoes (Peckham trucks) 90.36
60 brake shoes (Shclbyville cars) 30.84
5 whisk brooms .77
51 track brooms 14.87
14 car brooms 3.50
940 type F-3-9 in. bonds 392.00
200 plastic bonds 120.00
388 soldered bonds 120.24
173 bonding sleeves 8.41
22 dry batteries 3.85
261 wood pole brackets 3.13
6 1 in. chisel varnish brushes 1.68
4 2 in. chisel varnish brushes 2.50
6 3 in. chisel varnish brushes 6.75
7 No. 6 sash tools •. 1.05
9 No. 9 sash tools 2.25
2 wall paint brushes 1.40
5 1 in. fitch brushes 1.00
8 1*4 in. fitch brushes 2.39
6 1 in chisel varnish brushes .94
3 2 in. chisel varnish brushes .66
1 3 in. chisel varnish brush 1.15
3 214 in. chisel varnish brushes 2.47
9 2 in. fitching flooring 3.60
5 3 in. fitching flooring 3.05
75 trolley bushings 11.25
1,637 motor brushes, Westinghouse No. 3 & 12A 38.70
144 motor brushes, in. x 1*4 in. x 114 jn 507
212 motor brushes, 2^4 in. x 2 in. x 14 in .. 6.36
572 motor brushes, 114 in. x 1*4 in. x 14 *n 13.56
TOOLS, MATERIALS AND SUPPLIES. 305
Supplies in Store-room—Continued.
Present
Value.
200 trolley bushings $ 17.00
89 motor brushes, 3 in. x 2% in. x % in 3.20
351 motor brushes, Westinghouse No. 50 10.53
165 motor brushes, Westinghouse, 101B 5.02
178 motor brushes, G. E., 80...: 4.60
394 motor brushes, Christensen air compressor 9.97
3 iron pole brackets 10.57
8 iron pole fittings 9.56
3 doz. hack saw blades, 18 in 1.63
4 doz. hack saw blades, 12 in 2.60
3 doz. hack saw blades, 9 in 1.26
7 No. 1 boiler tubes 19.26
3 No. 2 boiler tubes 8.37
7 No. 3 boiler tubes 16.74
5 No. 4 boiler tubes 14.92
3 No. 5 boiler tubes 9.36
7 No. 6 boiler tubes 17.76
2 No. 7 boiler tubes 6.12
11 No. 8 boiler tubes 33.47
12 No. 9 boiler tubes 36.69
12 No. 10 boiler tubes 37.56
12 No. 11 boiler tubes 38.28
2 No. 14 boiler tubes 1.68
2 G. E. No. 80 brush holders 5.86
2 Westinghouse No. 56 brush holders 16.00
2 Westinghouse 101B brush holders 11.62
2 Westinghouse No. 3 brush holders 9.60
1 Lorain No. 34 brush holder 1.00
3 right hand brush holders for air motors. 5.25
3 left hand brush holders for air motors 5.25
100 brush holder clamps 16.00
17 Westinghouse 56 motor axle bearings 95.03
8 Lorain journal bearings 6.00
6 G. E. 80 motor bearings 51.60
10 axle journals (Taylor trucks) 25.50
8 axle journals (Hammond sprinkler) 43.20
42^ lb. track chisels 3.93
I lb. splicing compound .45
1,165 tk in. x 8 in. headlight carbons 21.46
930 ^ in. x 9 in. headlight carbons 18.13
400 in. x 4 in. headlight carbons 3.80
620 Y2 in. x 12 in. arc lamp carbons 18.60
46 lightning arrester carbons 23.00
132 M. W. crayons 1.98
32,300 lb. coke- 93.67
9 armature collars 2.25
1 armature collar .25
658 in. x 2 in spring cotters .53
308 % in. x 2 in. spring cotters .47
II No. 3173 wire connectors .61
7 No. 25 crucibles 10.50
75^4 yd. carpet for car seats 71.58
26 cross arms 5.91
135 cross arm braces 6.75
6 light clusters 7.17
20 cluster sockets .•••• 4-32
2 insulated cross-overs 11.95
306 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Supplies in Store-Room.—Continued.
Present
Value.
1 chamois $ .27
24 Peckham truck castings 18.30
10 y in. valve discs .25
14 34 in. valve discs .56
12 y2- in. valve discs .39
21 1 y2 in. valve discs 1.89
'4 2 in. valve discs .58
5 3 in. valve discs 1.35
2 4 in. valve discs .94
7 5 in. valve discs 4.20
2 8 in. valve discs 1.92
3 i! in. taper shank drills .77
10 34 in. taper shank drills 2.39
4 ^ in. taper shank drills -. 1.12
3 hi in. taper shank drills 1.02
6 hi in. taper shank drills 1.38
1 y in. taper shank drills .32
12 iff in. taper shank drills 3.60
5 i3ff in. taper shank drills 3.23
3 H in. taper shank drills 1.44
2 iff in. taper shank drills 1.74
2 34 in. taper shank drills .84
4 y in. taper shank drills 3.08
6 34 in. taper shank drills 3.33
6 1 in. taper shank drills . 5.70
2 l^ff in. taper shank drills 2.12
12 y in. square shank drills .44
9 & in. square shank drills -. .. .27
9 & in. square shank drills .41
4 in. square shank drills .24
5 3*2 in. square shank drills .35
12 /4 in. square shank drills .96
8 tk in. square shank drills .88
12 #2 in. square shank drills 1.08
4 counter dusters 2.68
8 Lorain No. 34 diverters 8.00
100 mica washers for diverters . 3.24
224 diverter grids .' 41.05
500 insulating blocks for diverters 22.05
208 sheets emery cloth 4.68
44 emery wheel dressers 5.28
40 34-in. x 12-in. eye bolts 3.54
1 34 in. x 2 in. x 22 in. fiber .60
3 34 in. x 4 in. x 4 in. fibre 1.35
2 y in. x 2 in. x 27 in. fibre • 1.90
1 y in. x 4 in. x 26 in. fibre 2.20
11 6 in. common taper files -55
11 5 in. slim taper files .44
20 6 in. slim taper files .90
9 6 in. round bastard files ,.. .45
15 10 in. round bastard files 1.20
10 14 in. round bastard files 1.50
3 6 in. half round smooth files -27
3 14 in half round smooth files -78
7 14 in. half round bastard files - I-54
3 14 in. flat smooth files -72
TOOLS, MATERIALS AND SUPPLIES. 807
f
Supplies in Store-room—Continued.
Present
Value.
14 Peckham truck castings $ 4.80
6 headlight coils 12.00
3 sets Westinghouse air motor coils 25.80
1 set Christensen air motor coils. 7.40
91 brake hanger castings 20.79
74 brake hanger castings 12.30
437 brake hanger castings * 17.24
8 armature box castings 2.00
8 brake staff brackets .32
10 draw-bar castings .94
3 body plate castings .75
5 draw-bar castings 6.50
7 Draw-bar castings 4.90
8 brake hanger castings 2.20
25 brake hanger castings 10.95
18 brake shoe heads (Taylor) 19.80
1 No. 29 brake shoe head .37
21 Taylor truck parts.. 23.25
24 Taylor truck parts 7.20
3 ratchet shields .30
6 truck castings 5.70
12 truck castings (Peckham) 16.20
6 truck castings 21.90
9 truck castings (McGuire) 3.15
24 truck castings (McGuire) 16.80
15 truck castings (McGuire) 3.00
4 box lids 1.40
11 wedges 2.75
9 No. 38 thimbles .27
5 lever castings 4.50
97 malleable hanger castings 21.83
96 malleable hanger castings * 28.80
80 malleable hanger castings 54.40
7 truck castings (McGuire) 10.60
8 maximum traction truck castings (McGuire) 56.80
3 maximum traction truck castings (McGuire) 5.25
26 maximum traction truck castings (Curtis) 52.40
12 maximum traction truck castings (Curtis) 16.80
11 10 in. half round bastard files 1.43
13 6 in. half round bastard files 1.17
9 5 in. warding files -60
7 6 in. flat files .42
17 10 in. flat files 1-7°
6 14 in. flat files 1-14
10 6 in. mill files .50
2 10 in. mill files .16
7 14 in. mill files 165
22 10 in. square files 2.31
11 14 in. square files 2.20
2 14 in. equalizing files .58
8 12 in. cabinet workers' files 2.16
106 1 ampere cartridge fuse 17.28
59 2 ampere cartridge fuse 10.09
54 3 ampere cartridge fuse 10.26
111 5 ampere cartridge fuse 17.28
19 6 ampere cartridge fuse 3.25
14 20 ampere cartridge fuse 2.39
13
22
9
23
12
25
2
10
4
32
14
3
12
11
33
15
35
56
4
2
29
24
2
30
19
33
19
8
28
16
35
17
5
19
8
6
7
3
2
2
1
10
14
2
12
3
13
37
3
5
17
2
6
5
70
2
20
VALUATION—SOUTH CHICAGO CITY RAILWAY.
Supplies in Store-Room.—Continued.
Present
Value.
pieces window glass, 20 in. x 34 in., D-S-A $ 4.42
pieces window glass, 24 in. x 34 in., D-S-A 8.92
pieces window glass, 28 in. x 32 in., D-S-A 3.33
pieces window glass, 30 in. x 30 in., D-S-A 11.27
pieces window glass, 17 in. x 23 in., D-S-A 2.40
pieces window glass, 18 in. x 30 in., D-S-A 4.64
pieces window glass, 30 in. x 30f4 in., D-S-A 1.20
pieces window glass, 27}4 in. x 36 in., D-S-A 5.90
pieces window glass, 17 in. x 22 in.. D-S-A .84
pieces window glass, 9 in. x 37J/2 in., D-S-A 4.96
pieces window glass, 15 in. x 34 in., D-S-A 4.48
pieces window glass, 12^ in. x 37 in., D-S-A .75
pieces window glass, 12^4 in. x 38 in., D-S-A 3.00
pieces window glass, 22 in. x 32 in., D-S-A 2.97
pieces window glass, 19 in. x 23 in., D-S-A 5.78
pieces window glass, 26 in. x 36 in., D-S-A 5.55
pieces window glass, 17 in. x 18 in., D-S-A 5.25
pieces window glass, 14 in. x 18 in., D-S-A 6.16
pieces window glass, 22 in. x 26 in., D-S-A 1.07
pieces window glass, 18 in. x 22 in., D-S-A .42
pieces window glass, 22 in. x 24 in., D-S-A 7.25
pieces window glass, 14 in. x 26 in., D-S-A 3.84
pieces window glass, 10 in. x 30 in., D-S-A .28
pieces window glass, 11 in. x 24 in., D-S-A 3.73
pieces window glass, 18>4 in. x 32 in., D-S-A 4.60
pieces window glass, 13 in. x 18 in., D-S-A 3.80
pieces window glass, 21 in. x 30 in., D-S-A 6.08
pieces window glass, 16 in. x 30 in., D-S-A 2.00
pieces window glass, 10 in. x 37 in., D-S-A 5.32
pieces window glass, 23 in. x 32 in., D-S-A 6.08
pieces window glass, 12 in. x 32 in., D-S-A 5.43
pieces window glass, 17 in. x 25 in., D-S-A 3.91
Sterling manhole gaskets 2.45
34x12 in. gauge glasses 1.33
34^22 in. gauge glasses -98
34x16 in. gauge glasses .33
Westinghouse No. 3 gears, 334 in- bore 90.20
Westinghouse 12A gears, 334 in. bore 40.95
Westinghouse 12A gears, 4 in. bore 26.24
Westinghouse 12A gears, 4^4 in. bore 32.30
Westinghouse No. 56, 4% in. bore gears 13.00
Westinghouse No. 12A, 4^4 in. bore gears, 67 teeth 150.00
Lorain No. 34, 4T4 in. bore gears, 74 teeth 242.20
lower half gear cases, Westinghouse No. 3 12.07
Lorain No. 34 gear cases, Westinghouse No. 3 141.23
Westinghouse No. 56 gear cases 36.00
lb. white glue .' 3.25
barn hangers 12.95
14 in. A. E. hammer handles 09
15 in. riveting hammer handles -20
90 ampere cartridge fuse 918
1 10 ampere fuse blocks -56
12 25 ampere fuse blocks ,. 2.40
25 50 ampere fuse blocks 2.75
10 ampere cartridge fuse 11.97
25 ampere cartridge fuse -30
40 ampere cartridge fuse 4.40
TOOLS, MATERIALS AND SUPPLIES. 309
Supplies in Store-Room.—Continued.
Present
Value.
6 hatchet handles $ .24
113 ft. V/i in. unlined hose 2.66
.130 ft. 2 in. unlined hose 3.90
100 ft. 2J4 in. sprinkler hose 39.40
3 1*4 in- hose couplings 1.50
3 hose nipples 3.25
52 14 in. round headlight glass 4.68
19 solid top line hangers 6.08
18 West-end type straight line hangers 8.56
4 Brooklyn strains 2.62
96 wood strains 19.68
26 2l/z in. globe strains 8.19
130 2 in. giant strains ' 35.10
36 cable glass insulators 2.40
35 50 ampere cartridge fuse 6.90
5 left hand trolley frogs 20.00
8 right hand trolley frogs 32.00
6 V trolley frogs 28.50
12 governor contact fingers 4.68
28 slide bars for fenders 26.60
14 Berg fenders 98.00
60 ruby lantern globes 10.50
10 section insulators 46.90
6 section insulators 14.04
1 Anderson insulating bolt .20
15 O. B. Co. insulating bolts 3.21
7 Peckham journal boxes 38.50
2 McGuire journal boxes 7.50
3 McGuire journal boxes 10.50
1 Taylor journal box 6.50
1 Peckham journal box 2.00
375 y2 in. x 2-in. split keys 1.50
176 8 c. p. incandescent lamps 27.42
50 4 c. p. incandescent lamps 7.75
188 16 c. p. incandescent lamps, 110 v - 29.14
6 car lightning arresters 27.36
9 wood cover pole arresters 31.50
25 Anderson lightning arresters 90.00
16 doz. fuses, Anderson lightning arrester 9.60
2 boxes gold leaf .75
5 lb. % in. x 5 in. mica 5.40
3 mop sticks .57
18 mops 4.14
lH lb. mica plate 3.84
2 lb. micanite cloth 2.42
24 12A commnnator sleeves 16.20
3 lb. 54 in. square iron tapped nuts .22
70 lb. y2 in. square iron tapped nuts 4.97
65 lb. y2 in.- hex. iron tapped nuts 4.68
165 lb. 54 in. hex. iron tapped nuts 9.73
49 lb. 54 in. square iron tapped nuts 2.40
206 lb. yxJz in. hex. iron tapped nuts 10.72
96 lb. 54 in- hex. iron tapped nuts 4.90
170 lb. % in. hex. iron tapped nuts 8.84
221 lb. 7/s in. x rfij in. hex. iron tapped nuts 11.32
113 lb. 1x3*2 in. hex. iron tapped nuts 6.08
169 lb. V/s in. hex iron tapped nuts 8.95
63
91
100
67
114
45
356
437
840
587
900
743
245
110
655
42
107
82
5;
12
3
2
3
6
4
2
9
11
28
1
20
5
10
25
5
,016
47
18
15
9
9
7
8
2
29
3
1
9
5
3
3
VALUATION—SOUTH CHICAGO CITY RAILWAY.
Supplies in Store-Room.—Continued.
Present
Value.
lb. lJ/2 in. hex. iron tapped nuts $ 5.89
lb. V/4 in. hex. iron tapped nuts 4.74-
lb. 6d wire nails 2.50
lb. 8d wire nails 1.61
lb. lOd wire nails.. 2.68
lb. 20d wire nails 1.05
lb. 60d wire nails 8.37
$4 in. grip nuts 2.30
y2 in. positive grip nuts 4.30
5/g in. positive nut locks 3.22
1/4 in. positive nut locks 9.93
14 in. positive nut locks ' 11 77
1% in. positive nut locks : 3.67
11/$ in. positive nut locks 13.32
1 in. positive nut locks 14.07
17/s in. positive nut locks 2.52
lb. A in. blank nuts 5.14
gal. engine oil 18.94
gal. low pressure cylinder oil 1.62
gal. high pressure cylinder oil 5.94
oil cup glasses, 2iVin. x 2^-in .75
oil cup glasses, 1^-in. x 2 -in .30
oil cup glasses, 2iV-in. x 3 -in 2.40
oil cup glasses, 3 -in. x 4 -in 3.60
oil cup glasses, 4 -in. x 4^-in 4.60
011 cup glasses, No. 3 .90
Westinghouse 12A pinions, 15 teeth 18.90
Westinghouse 12A pinions, 14 teeth 22.00
G. E. No. 80 pinions, 17 teeth 70.00
G. E. No. 80 pinions, 19 teeth 3.25
Westinghouse No. 3 pinions, 18 teeth 54.00
Westinghouse No. 101B pinions, 18 teeth 14.50
Westinghouse No. 56 pinions, 18 teeth .' 29.50
Lorain No. 34 pinions, 14 teeth 59.25
Lorain No. 34 pinions, 20 teeth 18.25
gal. wood preserver 551.50
28 in. x 34 in. press board 3.76
25 in. x 31 in. press board 1.80
single pull-offs 7.50
double pull-offs 8.01
galv. water pails 1.47
galv. stock pails 2.31
bronze feeder plugs 3.80
attachment plugs .26
rolls toilet paper 3.56
gal. elastic gloss red paint 9.00
gal. priming, red 2.75
gal. surfacer, red 24.75
gal. preparation, red 13.75
gal. sanding coat 8.25
gal. black pole paint 2.70
12 in. gongs 8.00
outer globes for arc lamps 2.25
inner globes for arc lamps 1.33
inner globes for headlights 6.65
pieces chip glass, 6 in. x 25 -in 2.24
TOOLS, MATERIALS AND SUPPLIES. 311
Supplies in Store-room, Continued.
Present
Value.
10 lb. wood filler $ 1.20
22 pieces chip glass, 4*4 in. x 27^4-in 3.30
6 pieces chip glass, 7J4 in. x 32 -in 1.34
8 gal. Elastic gloss yellow paint 24.00
3 gal. priming yellow 8.25
3 gal. surfacer yellow 8.25
2 gal. sand coat 5.50
5 gal. preparation .. .. : 13.75
100 lb. white lead 7.00
5 lb. Aurora red color 2.80
5 lb. blue color 1.20
5 lb. green color ' 2.00
5 lb. raw sienna 1.10
5 lb. burnt sienna 1.10
10 lb. drop black 2.10
7 lb. lamp black .84
10 lb. chrome yellow 2.08
10 lb. flake white 3.00
15 lb. golden ochre 2.12
7 lb. dry vermilion 4.66
36 pieces window glass, 28 in. x 34 in., D-S-A 15.24
5 pieces window glass, 12 in. x 30 in., D-S-A 1.00
17 pieces window glass, 23 in. x 27 in., D-S-A 3.91
102 pole pins 1.43
50 lb. putty 1.20
22 Westinghouse 12A taper band mica rings 1 45.32
10 Westinghouse No. 3 flat mica rings 4.40
18 Westinghouse No. 3 band mica rings 13.85
12 Westinghouse No. 3 taper mica rings 7.20
17 Westinghouse No. 3 vulcabeston mica rings 11.10
1 Westinghouse No. 56 narrow band mica rings 1.35
1 Westinghouse No. 56 wide band mica rings 2.99
2 Westinghouse No.56 sleeves for shield 1.51
2 Lorain No. 34 band rings 1.88
3 Lorain taper rings . 1.68
2 Lorain sleeves 1.66
3 lb. l/2x9 in. copper rivets .99
4 lb. 54x8 in. copper rivets 1.40
1 lb. No. 7 copper burrs .18
4 lb. No. 9 copper burrs .80
1 lb. No. 9 tin burrs .15
15 lb. 1 in. round head iron rivets .68
14 lb. 54x1^4 in. round head iron rivets .63
10 lb. i*5x 54 in- round head iron rivets .50
8 lb. I/4X1 in. round head iron rivets... .32
13 lb. %xl% in. round head iron rivets .55
14 lb. *4x1y2 in. round head iron rivets .47
35 lb. y2x2 in. round head iron rivets '. . . . 1.05
30 lb. J4x2*4 in. C. H. round head iron rivets 1.01
25 lb. }4x3 in. round head iron rivets .84
17 lb. 54x1*4 in. round head iron rivets .54
2 lb. 54x2 in. C. H. round head iron rivets .04
15 lb. 54x2l/2 in. C. H. round head iron rivets .49
.38 lb. 54x3 in. C. H. round head iron rivets 1.20
43 lb. 54x4/4 in. C. H. round head iron rivets 1.46
35 lb. 54x3 in. C. H. round head iron rivets 1.05
J. «3
1
11
3
12
6
7
8
2
1
1
10
44
83
50
23
1
8
58
14
2
29
8
27
30
3
92
20
5
5
7
29
70
8
35
23
16
2
10
5
1
2
2
3
4
2
4
2
2
4
3
VALUATION—SOUTH CHICAGO CITY RAILWAY.
Supplies in Store-room—Continued.
Present
Value.
lb. 24 in- x 2p2 in. C. H. round head iron rivets $ .35
lb. 24 in. x 4 in. C. H. round head iron rivets 1.20
Partridge reflectors 5.44
lb. sweeper rattan 160.00
sq. ft. seat rattan 126.00
magnet wire reels 23.50
trolley wire reel 8.00
sheep's wool sponges 8.87
coal scoops 1.75
kegs rs x 524 in. railroad spikes 54.00
kegs 5 in. railroad spikes 27.60
kegs x 524 in. railroad spikes 29.30
kegs A x 8 in. galv. boat spikes 58.99
kegs 24 x 9 in. galv. boat spikes 12.00
10 x 354 in- trolley spring .75
2 x 18 in. trolley spring 1.00
2 x 24 in. trolley springs 12.50
Westinghouse No. 56 brush holder springs 13.86
Westinghouse No. 3 and 12A brush holder springs 23.24
air motor holder springs 17.50
Westinghouse No. 101B brush holder springs 14.60
224 x 13 in. extension spring .58
draw-bar springs 3.20
124 x 27^4 in. springs 24.62
lb. green oil soap 9.63
weatherproof lamp sockets .44
Edison wall sockets 6.37
Edison bracket sockets 1.32
Edison cluster sockets 5.80
quires sand paper r 4.05
garnet paper .75
Gem snaps .92
124 in. harness snaps .29
16 in. floor scrapers .85
10 ampere snap switches 4.40
5 ampere snap switches 2.94
lb. bar solder 6.48
lb. 24 in- black tape 15.40
rolls 124 in. linotape 9.20
rolls 124 in. binding tape 30.63
24 in turnbuckles 6.90
24 in turnbuckles 7.20
lb. mattress twine .86
gal. body varnish 27.50
gal. rubbing varnish 12.50
24 in. angle valve .72
24 in. angle valves 1.98
24 in. angle valves 1.20
24 in. angle valves 1.68
1 in. angle valves 4.68
124 in. angle valves 3.74
24 in. globe valves 2.44
24 in. globe valves 1.38
24 in. globe valves 1.76
1 in. globe valves 6.16
124 in. globe valves 6.60
TOOLS, MATERIALS AND SUPPLIES. 313
Supplies in Store-room—Continued.
Present
Value.
3 1% in. angle valves $ 6.60
3 V/z in. globe valves . 8.67
3 2 in. globe valves 14.44
1 24 in. gate valve .99
2 *4 in. gate valves .70
4 1^4 in. gate valves 11.23
2 1 y2 in. gate valves 6.00
3 2 in. gate valves 14.85
1 114 in. quick opening gate valve 3.88
12 6 in. Branden valves 21.36
9 valve wheels .45
10 Excelsior window cleaners 1.41
26 No. 49 oil feed wicks 1.56
36 car wheels, 314 in. bore, 33 in. diam 282.60
14 car wheels, 3% in. bore, 33 in. diam 109.90
58 car wheels, 4J4 in. bore, 33 in. diam 536.50
116 car wheels, 414 in. bore, 33 in. diam 1,073.00
46 30 in. trailer wheels 241.50
4 24 in. wheels for maximum traction trucks 20.40
8 22 in. wheels for maximum traction trucks 39.20
222 lb. cotton waste (white) 16.65
7 lb. 14 in. wrought washers .46
9 lb. 24 in. wrought washers .43
65 lb. 14 in. wrought washers 2.21
48 lb. 24 in. wrought washers 1.63
14 lb. 24 in. wrought washers .49
34 lb. 14 in. wrought washers 1.1Q
14 lb. 1 in. wrought washers .89
10 lb. No. 16 spring brass wire 1.80
371 lb. No. 5 DCC magnet wire 69.94
315 lb. No. 4/0 soft drawn copper wire 50.95
1,302 lb. 1/0 trolley wire 268.22
608 lb. No. 1 trolley wire 125.26
360 ft. No. 14 rubber covered insulated copper wire 5.73
186 ft. No. 6 7-stranded car cable 11.49
29 lb. No. 18 DCC magnet wire 6.82
52 lb. No. 5 insulated copper wire 6.88
3114 lb. silicon bronze wire 4.72
4 lb. fuse wire 1.20
200 lb. 14 in. galv. strand wire 11.00
58 lb. 14 in. galv. strand wire 1.83
82 14 in. x 1 in. carriage bolts .23
156 14 in. x 114 in. carriage bolts .32
25 24 in. x 114 in. carriage bolts .09
112 14 in. x 124 in. carriage bolts .23
120 14 in. x 2 in. carriage bolts .34
120 14 in. x 214 in. carriage bolts .35
132 14 in. x 3 in. carriage bolts. .40
52 14 in. x 314 in. carriage bolts .16
197 14 in. x 4 in. carriage bolts .65
67 14 in. x 414 in. carriage bolts .22
57 14 in. x 5 in. carriage bolts .19
77 14 in. x 6 in. carriage bolts .. .29
93 rk in. x 114 in. carriage bolts... .26
69 2 in. carriage bolts .28
314 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Supplies in Store-room—Continued.
Present
Value.
60 in. x ll/2 in. carriage bolts $ .14
75 2y2 in. carriage bolts .23
57 3 in. carriage bolts .19
183 3 ]/2 in. carriage bolts .66
100 4 in. carriage bolts .41
198 2 in. carriage bolts .86
102 2l/2 in. carriage bolts .46
100 3 in. carriage bolts .53
173 3y2 in. carriage bolts .94
24 4 in. carriage bolts .14
63 A]/2 in. carriage bolts .33
184 5 in. carriage bolts 1.13
78 5l/2 in. carriage bolts .50
113 6 in. carriage bolts .76
72 6y2 in. carriage bolts .81
69 7 in. carriage bolts .86
46 l]/2 in. carriage bolts .33
64 81/2 in. carriage bolts .70
136 9 in. carriage bolts 2.01
126 10 in. carriage bolts 1.92
43 11 in. carriage bolts .59
88 y2 in. x 1 y2 in. carriage bolts .88
123 2 in. x 1 y2 in. carriage bolts 1.23
90 2y2 in. x 1 y2 in. carriage bolts .90
75 3 in. x 1 y2 in. carriage bolts .80
113 3 y2 in. x 1 y2 in. carriage bolts 1.29
70 4 in. x 1 y2 in. carriage bolts .85
94 4y2 in. x iy2 in. carriage bolts 1.21
94 5 in. x \y2 in. carriage bolts 1.29
90 5y2 in. x 1 y2 in. carriage bolts 1.29
112 6 in. x iy> in. carriage bolts 1.81
40 6^2 in. x 1^2 in. carriage bolts .64
46 7 in. x 1 y2 in. carirage bolts .75
50 7y2 in. x 1 y2 in. carriage bolts .86
50 ^ in. x 8 in. carriage bolts .90
50 y2 in. x 8*4 in. carriage bolts .94
50 y2 in. x 9 in. carriage bolts .97
50 *4 in. x 10 in. carriage bolts 105
89 34 in. x 3 in. machine bolts 2.34
68 y in. x sy2 in. machine bolts 1.91
83 y in. x 4^2 in. machine bolts 2.43
206 y in. x 5 in. machine bolts 6.59
88 y in. x 5*4 in. machine bolts 2.93
232 y in. x 6 in. machine bolts 8.60
112 34 in. x iy in. machine bolts 4.93
161 y in. x 7 in. machine bolts 6.90
188 y in. x 6y in. machine bolts 6.73
49 y in. x 8 in. machine bolts 2.21
91 y in. x 9 in. machine bolts 4.90
108 y in. x 10 in. machine bolts 6.22
67 y in. x 11 in. machine bolts 4.11
75 34 in. x 12 in. machine bolts 4.65
209 y in. x 2 in. machine bolts 6.88
205 y in. x 2y2 in. machine bolts 8.56
103 y in. x 3 in. machine bolts 4.05
119 y in. x 3*4 in. machine bolts 4.74
TOOLS, MATERIALS AND SUPPLIES. 315
Supplies in Store-room—Continued.
Present
Value.
50 Y2 in. x 11 in. carriage bolts $ 1.12
50 Yz in. x 12 in. carriage bolts 1.20
48 fk in. x 1Y2 in. machine bolts .21
80 ik in. x 2 in. machine bolts .40
82 -fa in. x 3 in. machine bolts .41
95 tk in. x 4 in. machine bolts .57
129 Y in. x 1 Y\ in- machine bolts .73
100 Y in. x 1 Yz in. machine bolts .59
127 Y in. x 2 in. machine bolts .78
30 Y in. x 2^2 in. machine bolts .18
43 Y in. x 3l/2 in. machine bolts .30
45 Y in. x 5Y in. machine bolts... - .37
45 Y in. x AY2 in. machine bolts .45
75 Y in. x 6 in. machine bolts .75
94 Yz in. x \Yi in. machine bolts 1.12
80 ^2 in. x 2 in. machine bolts .91
151 Y* in. x 2Y2 in. machine bolts 2.06
40 Y2 in. x 3 in. machine bolts .58
30 ^2 in. x 3Y2 in. machine bolts .47
177 Y* in. x 4 in. machine bolts 2.89
105 Yz in. x AY2 in. machine bolts 1.63
89 Y* in. x 5 in. machine bolts 1.44
142 Y2 in. x 5^ in. machine bolts 2.69
189 ^2 in. x 6 in. machine bolts 3.74
127 i/2 in. x 6^2 in. machine bolts 2.63
73 Y2 in. x 7 in. machine bolts 1.46
79 ^ in. x 8^2 in. machine bolts 1.74
67 i/2 in. x 8 in. machine bolts 1.47
78 Y2 in. x 71/2 in. machine bolts ' 1.63
57 ^ in. x 9 in. machine bolts 1.42
88 1/2 in. x 10 in. machine bolts 2.36
32 i/2 in. x 11 in. machine bolts .86
22 Y2 in. x 12 in. machine bolts. .60
71 ^ in. x 13 in. machine bolts 2.50
49 Y2 in. x 14 in. machine bolts 1.64
837 Yz in. x 2 in. machine bolts 16.74
1,186 Y in. x 2Y2 in. machine bolts 23.36
27 Y in. x 3 in. machine bolts .52
173 Y in. x 3Y> in. machine bolts 3.89
61 Y in. x 4 in. machine bolts 1.32
117 Y in. x 4J/2 in. machine bolts 2.93
238 Y in. x 5 in. machine bolts 5.85
296 Y in. x 5^2 in. machine bolts 7.70
103 Y in. x 6^2 in. machine bolts 3.40
212 Y in. x 6 in. machine bolts 6.37
166 Y in. x 7 in. machine bolts 4.86
126 Y in. x 8 in. machine bolts 4.15
105 Y in. x $Y in. machine bolts 3.86
54 Y in. x 9 in. machine bolts .. 2.07
71 Y in. x 10 in. machine bolts 2.83
73 Y in. x 12 in. machine bolts 3.11
89 Y in. x 13 in. machine bolts 4,13
43 Y in. x 14 in. machine bolts 1 95
18 Y in. x 19 in. machine bolts ,93
119 Y\ in. x 2 in. machine bolts 3 05
188 Ya in. x 2Y2 in. machine bolts 4 60
208 Ya in. x 2Ya in. machine bolts 5 10
16
36
60
73
100
105
63
178
301
127
248
11
118
178
165
51
100
69
90
67
68
131
94
152
164
217
219
134
133
39
1
50
39
3
88
125
77
140
194
98
87
188
87
78
412
33
137
100
114
105
83
85
85
50
19
119
100
68
VALUATION—SOUTH CHICAGO CITY RAILWAY.
Supplies in Store-room—Continued.
Present
Value.
A in. x 11 in. machine bolts $ 1.44
7A in. x \/-2 in. machine bolts 2.59
% in. x 5 in. machine bolts 3.66
% in. x 4 in. machine bolts 5.12
A, in. x 5% in. machine bolts 5.25
7A- in. x 6 in. machine bolts 3.53
A in. x 61/2 in. machine bolts 9.72
7/s in. x 7 in. machine bolts 19.09
7A in. x 7y2 in. machine bolts 7.49
% in. x 8 in. machine bolts 16.17
A in. x 9 in. machine bolts .77
A in. x 10 in. machine bolts 8.79
A in. x 11 in. machine bolts 14.08
7/i in. x 12 in. machine bolts 13.86
A in. x 13 in. machine bolts 3.43
1 in. x 2 in. machine bolts 5.32
1 in. x 3 in. machine bolts 4.31
1 in. x 2^2 in. machine bolts 5.34
1 in. x 3^2 in. machine bolts 4.59
1 in. x A]/2 in. machine bolts 5.10
1 in. x 5 in. machine bolts 10.29
1 in. x 4 in. machine bolts 5.81
1 in. x 6 in. machine bolts 12.92
1 in. x 7 in. machine bolts 15.05
1 in. x 8 in. machine bolts 21.27
1 in. x 9 in. machine bolts 20.76
1 in. x 10 in. machine bolts 13.59
1 in. x 11 in. machine bolts 14.30
1 in. x 12 in. machine bolts 4.86
1 in. x 13 in. machine bolt. .13
7A in. x 5 in. motor bolts 7.00
1JA in. x 3A in. motor bolts 7.80
5JA in. x 3A in. motor bolt .53
A in. x 2 in. gimlet pointed lag screws .54
in. 4 in. gimlet pointed lag screws 1.13
A in. x 2l/2 in. gimlet pointed lag screws .51
3A in. 3 in. gimlet pointed lag screws 1.05
A in. 3A in. gimlet pointed lag screws 1.55
A in. x 5 in. gimlet pointed lag screws .89
A in. x 2 in. gimlet pointed lag screws .63
3/^ in. 2l/2 in. gimlet pointed lag screws 1.60
A in. x 3 in. gimlet pointed lag screws .90
3/^ in. 3l/2 i,n. gimlet pointed lag screws .85
A\ in. x 4 in. machine bolts 13.18
^2 in. x 4^2 in. gimlet pointed lag screws .30
A in. x 5 in. gimlet pointed lag screws 1.84
^2 in. x 6 in. gimlet pointed lag screws 1.50
XA in. x 7 in. gimlet pointed lag screws 1.80
in. x 3 in. gimlet pointed lag screws 1.34
H in. x 4 in. gimlet pointed lag screws 1.25
A in. x al/2 in. gimlet pointed lag screws 1.36
A in. x 5 in. gimlet pointed lag screws 1.44
A in. x 6 in. gimlet pointed lag screws .DO
in. 8 in. gimlet pointed lag screws .45
Va in. x y2 in. cap screws 2.32
Va in. x A in- caP screws 1.00
^ in. x A in. cap screws .42
TOOLS, MATERIALS AND SUPPLIES. 317
Supplies in Store-room—Continued.
Present
Value.
98 1 in. x 6^4 in. machine bolts $ 7.37
71 24 in. x 1% in. cap screws .81
105 *4 in. x 1 in. cap screws 1.64
21 *4 in. x iy2 in. cap screws .40
56 y in. x 1 24 in. cap screws 1.43
68 y in. x 2*4 in- cap screws 2.20
94 % in. x 224 in. cap screws 4.59
55 24 in. x 3*4 in. cap screws 3.18
2 gr. 14 in. No. 10 round head brass machine screws .72
1 gr. 1^4 in. No. 10 flat head brass machine screws .81
1 gr. 114 in. No. 14 flat head brass machine screws 1.58
3 gr. y in. No. 14 flat head brass machine screws 1.05
4 gr. 24 in. No. 14 flat head brass machine screws 1.48
5 gr. y in. No. 14 flat head brass machine screws 2.15
4 gr. 1 in. No. 14 flat head brass machine screws 1.96
11 gr. *4 in. No. 4 round head brass screws 2.20
7 gr. 14 in. No. 6 round head brass screws 1.57
5 gr. 24 in. No. 8 round head brass screws 1.15
9 gr. y in. No. 6 round head brass screws 2.07
4 gr. y in. No. 8 round head brass screws 1.20
4 gr. 24 in. No. 8 round head brass screws 1.24
6 gr. y in. No. 8 round head brass screws 2.40
4 gr. 24 in. No. 6 round head brass screws .96
6 gr. 1 in. No. 6 round head brass screws 1.74
6 gr. 1 in. No. 8 round head brass screws 2.40
9 gr. 1 in. No. 10 round head brass screws 5.17
11 gr. 1 y in. No. 8 round head brass screws 5.06
4 gr. ll/2 in. No. 10 round head brass screws 2.60
2 gr. 2 in. No. 10 round head brass screws 1.66
8 gr. *4 in. No. 4 flat head brass screws 1.40
8 gr. 14 in. No. 6 flat head brass screws 1.68
4 gr. y in. No. 6 flat head brass screws .84
4 gr. y in. No. 8 flat head brass screws 1.00
2 gr. 24 in. No. 6 flat head brass screws .38
15 gr. 24 in. No. 8 flat head brass screws 3.75
10 gr. y, in. No. 8 flat head brass screws 3.00
8 gr. 1 in. No. 6 flat head brass screws 1.76
4 gr. 1 in. No. 8 flat head brass screws 1.20
7 gr. 1 in. No. 10 flat head brass screws 3.01
6 gr. 1*4 in. No. 8 flat head brass screws 2.31
7 gr. 1*4 in. No. 10 flat head brass screws 2.80
7 gr. 1*4 in. No. 10 flat head brass screws 3.99
7 gr. *4 in. No. 4 oval head brass screws 1.26
10 gr. *4 in. No. 8 oval head brass screws 2.60
3 gr. 24 in. No. 6 oval head brass screws .75
13 gr. 24 in- No. 8 oval head brass screws 4.29
18 gr. 1 in. No. 6 oval head brass screws 5.22
17 gr. 1 in. No. 8 oval head brass screws 7.65
4 gr. 1 in. No. 10 oval head brass screws 1.92
6 gr. 1 in. No. 12 oval head brass screws 3.78
5 gr. 1*4 in. No. 8 oval head brass screws 2.20
15 gr. 1*4 in. No. 10 oval head brass screws 9.60
2 gr. 1*4 in. No. 10 oval head brass screws 1.31
1 gr. 1*4 in. No. 12 oval head brass screws .82
5 gr. 1^4 in. No. 14 oval head brass screws 6.05
2 gr. 2 in. No. 12 oval head brass screws 2.12
4 gr. 2 in. No. 14 oval head brass screws 5,20
3
7
7
4
8
5
4
9
8
16
12
9
9
12
16
16
9
6
21
9
5
8
11
7
6
14
10
10
7
16
6
3
4
9
7
7
7
5
10
6
3
24
8
Vz
2
5
1
6
3
1
3
4
3
1
1
3
VALUATION—SOUTH CHICAGO CITY RAILWAY.
Supplies in Store-Room.—Continued.
Present
Value.
gr. 2l/2 in. No. 14 oval head brass screws $ 5.90
gr. y2 in. No. 4 F. H. B. wood screws .53
gr. 24 in. No. 6 F. H. B. wood screws .56
gr. in. No. 6 F. H. B. wood screws .32
gr. Ys in. No. 8 F. H. B. wood screws .72
gr. Y in. No. 10 F. H. B. wood screws .50
gr. % in. No. 12 F. H. B. wood screws .48
gr. Y in. No. 6 F. H. B. wood screws .76
gr. 24 in- No. 8 F. H. B. wood screws .80
gr. in. No. 10 F. H. B. wood screws 1.76
gr. 7/g in. No. 8 F. H. B. wood-screws 1.20
gr. 1 in. No. 6 F. H. B. wood screws .86
gr. 1 in. No. 8 F. H. B. wood screws .99
gr. 1 in. No. 10 F. H. B. wood screws 1.44
gr. 1 in. No. 14 F. H. B. wood screws 2.72
gr. 1 in. No. 12 F. H. B. wood screws 2.24
gr. 124 in. No. 8 F. H. B. wood screws 1.08
gr. 124 in. No. 10 F. H. B. wood screws .81
gr. 124 .in. No. 12 F. H. B. wood screws 3.30
gr. 124 in. No. 14 F. H. B. wood screws 1.80
gr. 124 in. No. 10 F. H. B. wood screws .70
gr. 124 in. No. 12 F. H. B. wood screws 1.36
gr. 124 in. No. 14 F. H. B. wood screws .- 2.20
gr. 124 in. No. 16 F. H. B. wood screws 2.03
gr. 124 in. No. 10 F. H. B. wood screws .96
gr. 124 in. No. 12 F. H. B. wood screws 2.59
gr. 124 in. No. 14 F. H. B. wood screws 2.30
gr. 2 in. No. 10 F. H. B. wood screws 1.70
gr. 2 in. No. 12 F. H. B. wood screws 1.47
gr. 2 in. No. 14 F. H. B. wood screws 3.75
gr. 2 in. No. 16 F. H. B. wood screws 1.86
gr. 224 in. No. 10 F. H. B. wood screws .69
gr. 224 in. No. 12 F. H. B. wood screws .84
gr. 224 in. No. 14 F. H. B. wood screws 2.70
gr. 224 in. No. 16 F. H. B. wood screws 2.66
gr. 224 in. No. 20 F. H. B. wood screws 3.92
gr. 3 in. No. 14 F. H. B. wood screws 2.52
gr. 3 in. No. 16 F. H. B. wood screws 2.15-
gr. 3 in. No. 20 F. H. B. wood screws 6.60
gr. 324 in. No. 12 F. H. B. wood screws.. .' 2.52
gr. 324 in. No. 14 F. H. B. wood screws .. 1.29
gr. 324 in. No. 16 F. H. B. wood screws 2.16
gr. 4 in. No. 16 F. H. B. wood screws 5.28
gr. 4 in. No. 20 F. H. B. wood screws 2.90
324 in. elbows .62
3 in. elbows (flange) 7 50
4 in. elbows (flange) 5 50
4 in. elbows (flange), 45 degree 3.00
5 in. elbows (flange), 45 degree 2.25
6 in. elbows (flange), 45 degree 2.90
18 in. elbows (flange) 14.40
10 in. elbows (flange) 31.20
3 in. x 3 in. x 124 in. tees .96
4 in. flange tee 2.70
8 in. flange tee 7.97
24 in. caps .03
TOOLS, MATERIALS AND SUPPLIES. 319
Supplies in Store-room—Continued.
Present
Value.
5 2 in. caps $ .45
13 Y in. caps ' .13
9 Yz in. caps .09
5 Y in. caps .18
13 1 in. caps .52
7 1% in. caps .35
7 1 Y> in. caps ; .42
3 2Yz in- caps .24
3 5 in. caps 1.14
3 Ys in. crosses .03
8 Y in. crosses .88
2 1 in. crosses .12
3 V/a in. crosses .33
4 1 Y> in. crosses .60
2 3 in. crosses .72
1 4 in. cross .60
1 2Yz in. return bend ' .26
6 2 in. y's l.oO
4 2Yz in. y's 1.90
1 Y in. nipple .01
32 Ya in. nipples .48
16 Y in. nipple .24
4 Yz in. nipple .08
15 Y[ in. nipple .30
5 3/4 in. close nipples .08
2 1 Ya in. nipples .06
16 Yz in. nipples .48
9 2Yz in. nipples .85
I 3 in. nipple .13
5 4 in. nipples 1.25
6 5 in. nipples 1.50
25 open railing flanges 8.65
5 blind railing flanges 4.95
9 1 Ya in. railing elbows 1.35
7 1 Ya in. railing tees 1.19
12 % in. railing elbows .96
95 Y in. x lYz in. machine bolts 3.09
19 No. 195 truck castings 10.45
3 No. 1477 U. S. arc headlights 60.00
244 16 c. p. 120 volt lamps 37.82
35 lb. lYz in. x 2 in. spring rubber for switches 23.84
15 lb. y in. x Y in. spring rubber for switches 7.44
600 plain voucher forms 2.94
5,900 combination voucher and check 44.19
50 lb. lfff in. x Yz in. mild steel .97
116 lb. Y in. x Ya in. mild steel 3.04
17 lb. % in. x 1 in. mild steel .33
253 lb. % in. x 1J4 in. mild steel 5.57
216 lb. Y in. x 2 in. mild steel.... 4.75
31 lb. Y in. x 3Yz in. mild steel .69
122 lb. Y in. x 4 in. mild steel 2.63
67 lb. Y in. x 7 in. mild steel 1.51
209 lb. Y in. x 6 in. mild steel 4.60
II lb. Y in. x 1 in. crucible spring steel .66
45 lb. tk in. x 3 in. mild steel .95
274 lb. tk in. x Yz in. mild steel 5.75
95 lb. ^4*in. x 1 in. mild steel 2.00
156 lb. Ya in. x Yz in. mild steel 3.51
01
135
31
02
JO
21
308
80
G75
48
55
106
2
1
35
80
27
35
21
65
77
40
56
57
20
23
142
94
938
153
182
109
310
343
341
300
185
119
26
28
118
170
479
355
6
32
15
177
288
574
103
670
290
606
67
31
23
100
10
VALUATION—SOUTH CHICAGO CITY RAILWAY.
Supplies in Store-room—Continued.
Present
Value.
lb. 14 in. round sleel $ 2.00
11). 14 in. x 34 in. mild steel 3.04
lb. 14 in. x 114 in. niild steel .62
lb. 14 in. x 114 in. mild steel .. 1.94
lb. 14 in. x 2 in. mild steel .38
lb. 14 in. x 214 in. niild steel .42
lb. J4 in. x 3 in. mild steel 6.16
lb. 54 in. x 414 in. mild steel 1.60
lb. 14 in. x 5 in. mild steel 13.50
lb. J4 in. x 7 in. mild steel .96
lb. J4 in. x 8 in. mild steel 1.10
lb. 54 in- x 354 in. crucible spring steel 3.71
lb. 54 in. x 154 in. tool steel .31
lb. 54 in. octagon tool steel .16
lb. 'h in. round mild steel .80
lb. is in. x l-)4 in. mild steel .51
lb. i5s in. x 2 in. mild steel . .49
lb. 154 in. x 15 in. crucible spring steel 1.75
lb. i5(i in. x 144 in. crucible spring steel 1.05
lb. i55 in. x 254 in. crucible spring steel 3.25
lb. tV in. x 254 in. crucible spring steel 3.85
lb. i4 in. x 354 in. crucible spring steel 2.45
lb. 34 in. x 34 in. mild steel 1.18
lb. 34 in. x 154 in. mild steel 1.14
lb. 34 in. x 2 in. mild steel .39
lb. 34 in. x 254 in. mild steel .46
lb. -)4 in. x 354 in. crucible spring steel 7.10
lb. iff in. round mild steel 1.74
lb. 54 in. round mild steel 18.76
lb. 54 in. x 34 in. mild steel 3.21
lb. 54 in. x 1 in. mild steel 3.46
lb. 54 in. x 154 in. mild steel 2.07
lb. 54 in. x 154 in. mild steel 6.89
lb. 54 in. x 2 in. mild steel 6.52
lb. 54 in. x 2^4 in. mild steel 6.48
lb. 54 in. x 3 in. mild steel 5.70
lb. 54 in. x 5 in. mild steel 3.51
lb. 54 in. x 7 in. mild steel 2.38
lb. 54 in. square mild steel .44
lb. 54 in. x 1 in. tool steel 9.43
lb. 34 in. round mild steel 2.31
lb. 34 in. x 134 in. mild steel 3.25
lb. 34 in. x 2^2 in. mild steel 9.11
lb. 34 in. x 3 in. mild steel 6.56
lb. 34 in. square steel .11
lb. 34 in. square steel (cold rolled) 1.44
lb. 34 in. octagon tool steel 6.75
lb. 34 in. round mild steel 3.36
lb. 34 in. x 254 in. mild steel ... .. 5.47
lb. 34 in. x 3 in. mild steel.... 10.91
lb. 34 in. x 4 in. mild steel 1.96
lb. 34 in. x 5 in. mild steel 12.73
lb. 34 in. x 554 in. mild steel 5.51
lb. 34 in. x 6 in. mild steel.. 13.92
lb. 34 in. square mild steel 1.11
lb. 34 in. half round mild steel .69
lb. 34 in. octagon tool steel 10.35
lb. 34 in. x 154 in. tool steel 41.83
lb. 34 in. x 154 in. cold rolled steel .45
TOOLS, MATERIALS AND SUPPLIES. 32J
Supplies in Store-room—Continued.
Present
Value.
54 lb. 24 in. x 1 in. mild steel $ 1.03
10 lb. 24 in- x 1J4 in. mild steel .17
451 lb. 24 in. round mild steel 8.96
185 lb. 24 in. x 1 in. mild steel 3.52
756 lb. 24 in. x 3 in. mild steel 14.36
582 lb. 24 in. x 4 in. mild steel 11.06
208 lb. 24 in. x 424 in. mild steel 3.43
30 lb. 24 in. square mild steel .43
414 lb. 24 in. half oval mild steel .. 8.28
25 lb. 24 in. octagon tool steel 3.25
13 lb. 24 in. x 124 in. tool steel 1.82
212 lb. 24 in. x 8 in. mild steel 4.24
542 lb. 1 in. round mild steel 10.30
68 lb. 1 in. x 124 in. mild steel 1.56
831 lb. 1 in. x 3 in. mild steel 15.79
490 lb. 1 in. x 324 in. mild steel 9.31
362 lb. 1 in. x 4 in. mild steel 6.87
642 lb. 1 in. x 6 in. mild steel _••••• 12.84
18 lb. 1 in. octagon tool steel 2.52
46 lb. 1 in. square cold rolled steel 2.02
120 lb. 1 in. half oval mild steel 2.40
197 lb. 1 in. x 8 in. mild steel 3.94
472 lb. 124 in. round mild steel 8.97
35 lb. 124 in. square mild steel .70
7 lb. 124 in. octagon tool steel .98
495 lb. 124 in. round mild steel 9.40
90 . lb. 124 in. square mild steel 1.44
282 lb. 124 in. round mild steel 4.94
272 lb. 124 in. square mild steel 5.17
395 lb. 124 in. round mild steel 7.50
446 lb. 124 in. round mild steel 8.47
125 lb. 124 in. square mild steel...: 2.37
200 lb. 2 in. round mild steel 3.80
43 lb. 2 in. half round mild steel .86
5,900 address cards 3.54
50 S. C. C. Ry. Co. employment agreements 2.10
50 H. W. E. C. E. Ry. Co. employment agreements 2.10
1,000 accident notifications 3.50
4,300 application forms 25.20
1,200 trainmen's discharge blanks . 3.30
3,400 trackmen's discharge blanks 6.80
800 conductors' student blanks 2.20
800 motorman's student blanks 2.20
800 recommendation blanks 1.60
1,075 character blanks 3.76
825 daily comparison blanks. 5.98
74 starters' books 9.25
500 increase of pay blanks 2.25
4 large blotters .13
1,000 pay roll signature blanks 10.50
26,000 coin wrappers 20.42
850 motorman's record cards 8.71
750 conductor's record cards 7.67
1,050 624 in. envelopes 1.68
5,575 10 in. manila envelopes 9.20
2,600 11 in. manila envelopes 5.27
23,775 remittance envelopes 68.95
80 No. 10 expanding envelopes 2.64
322 VALUATION—SOUTH CHICAGO CITY RAILWAY. /
Supplies in Store-room—Continued.
Present
Value.
1,300 order blanks $ 11.19
1,700 claim dep't envelopes 6.38
1 200-page journal .63
*4 ream cap paper .46
1,400 memo, letter heads 1.60
3,000 duplicate letter heads 3.30
2,350 letter heads 4.96
1,200 letter heads (Claim Dep't) 3.00
900 letter heads (Claim Dep't) '2.70
150 pay rolls 2.02
23,330 store-room requisitions 25.70
1,000 red requisitions .60
800 reports (Receiver to General Manager) 8.40
500 reports (Receiver to City Office) 5.25
1,300 accident reports 14.63
300 power plant reports ^ 2.70
1,900 delay reports 2.85
6,200 conductor trouble reports 4.84
600 track reports .87
900 line reports 1.31
75 special agents' reports .30
150 special agents' time cards .37
1,000 S. C. C. Ry. Co. release of claim 4.63
1,000 H. W. & E. C. E. Ry. Co. release of claim 4.63
900 wattmeter reports 4.05
1,900 engine room reports 6.65
3,900 department reports 7.41
2,600 daily coal reports 6.50
2,700 violation of rules reports 7.60
1,200 cash reports 5.40
2,000 daily earnings reports 18.00
2,500 carpenter shop time slips 3.37
2,300 machine shop time slips 4.60
20,500 route No. 1 trip sheets 30.75
8,000 route No. 2 and No. 3 trip sheets 12.00
24,000 Hammond trip sheets 33.90
18 time books 4.89
12 stenographers' note books .57
3,000 delay report blanks 4.26
35 sheets carbon paper, 12 in. x 15 in 2.52
1,700 power house reports, form No. 207 9.35
1,700 line reports, form No. 208 6.38
1,000 daily shop reports 6.00
2 reams 8^4 in. x 13 in. T. W. paper 2.20
196 sq. ft. asbestos lumber, ]/g in 17.16
1 gear, AAl air motor 16.10
3 pinions, air motor 8.25
4 axle caps for Lorain No. 34 motor 18.00
12 % in. No. 700 air cocks 1.68
12 (d in. No. 700 air cocks 1.68
6 Y\ in. steam cocks 3.60
4 y2 in. steam cocks 1.52
1 barrel, 960 lb. boiler compound 32.40
3 Westinghouse No. 12A commutators 64.50
2 sets Westinghouse No. 12A armature coils 41.00
3 sets Westinghouse No. 56 armature coils 81.15
1 set Lorain No. 34 armature coils 27.60
6 No. 79 brake lever castings 8.10
TOOLS, MATERIALS AND SUPPLIES. 323
Supplies in Store-room—Continued.
Present
Value.
12 dust caps, Westinghouse 56 motor $ 1.44
24 No. 212 bushing castings 9.60
2 T 714 Peckham castings 9.00
12 in. valve disc .48
12 1 in. valve disc .60
10 1*4 in. valve disc .75
5 14 in. flat wood rasps 1.65
100 No. 33802 controller fingers 8.00
25 pieces chip glass, 5j4 in. x 28 in 3.75
8 pieces chip glass, 4}4 in. x 26 in 1.09
12 pieces chip glass, 7 in. x 32 in 2.67
30 pieces glass, 13 in. x 36 in 6.10
20 pieces glass, 20 in. x 37 in 7.30
14 pieces glass, 32 in. x 34 in 7.84
26 pieces glass, 25 in. x 27 in 9.49
27 pieces glass, 25 in. x 32 in 10.93
1 *4 in. self cleaning gauge 1.15
3 car heater grates, complete 9.00
2 hammer handles .08
6 lb. horn fibre ; ... 1.53
6 journal box covers (Taylor truck) 5.40
3 No. 8053 Yale padlocks 3.09
5,050 dust caps, Westinghouse No. 12A motor 8.00
3 bushings for Westinghouse 56 motor 10.56
180 lb. hex. tapped nuts, y in. x 32 in 10.54
200 lb. 40d nails 4.60
52 gal. signal oil 20.80
6 13 ft. trolley poles 9.00
5 gal., stove pipe enamel 5.50
123 ft. y4 in. extra heavy steel pipe 7.58
40*4 lb. No. 10 trollev rope 11.75
3 No. 0107 scoops ." 1.68
2 pair seat standards 4.00
22^4 tons track salt 27.03
50 y4 in. x 3*4 in. x 3*4 in. coil springs 11.00
6 lamp torches 1.80
2 G. E. torch burners 17.00
15 lb. 1}4 in. friction tape 3.30
3 lb. No. 33 seine twine .93
4 bearings for Taylor truck 5.00
74 lb. No. 5 square magnet wire 16.17
200 ft. No. 6-49 flex, cable 11.50
200 i3g in. x 2 in. round head stove bolts .34
500 l/4 in. x lT/x in. round head stove bolts 1.00
300 *4 in. x 2 in. round head stove bolts .69
50 *4 in. x 4 in. lag screws .56
45 ffe in. x 1 in. coach screws .38
100 y in. x 4 in. special cap screws 3.25
5 " gr. 12-24 machine screws 1.30
1 gr. 10-24 machine screws .23
50 y in. x 1 in. 16 set screws .27
50 *4 in. x 1 in. 13 set screws .39
50 *4 in. x 1*4 in. 13 set screws .49
158 *4 in. x y in. 13 special set screws 1.34
5 gr. 1 y in. No. 10 oval head brass screws 3.62
9 gr. llA in. No. 12 oval head brass screws 7.65
10 gr. ll/i in. No. 10 round head blued screws 1.60
10 gr. 1 /4 in. No. 10 round head blued screws 1.70
15
10
10
1
4
3
9
1
2
5
1
1
3
7
2
3
3
34
00
1
7
27
14
10
10
12
2
16
2
4
1
3
10
2
4
7
1
36
9
2
10
12
4
3
12
2
3
8
8
37
50
10
5
8
7
13
2
VALUATION—SOUTH CHICAGO CITY RAILWAY.
Supplies in Store-room—Continued.
Present
Value.
lb. coat painters green $ 5.55
2 in. close nipples .45
lb. lycopodium 5.90
A. B. arc lamp 15.00
55-c. p. frosted lamps 1.80
25-c. p. frosted lamps .90
gal. Wizard varnish remover 13.50
lb. bronze powder 1.10
lb. Prussian blue paint 1.30
lb. car-body color (Sherwin-Williams) 1.60
lb. W. B. varnish 2.75
lb. bronzing liquid 2.25
lb. P. & B. No. 2 paint 4.20
Wagenhall headlight globes 1.05
gal. grain alcohol 5.30
qts. LePage's glue 2.10
qts. lacquer 3.75
opal glass reflectors 2.55
ft. in. weather strips .96
oil gate, 1 in .52
cast iron brush holder bushing clamps .14
No. 241 cast iron washers for McGuire trucks 4.05
No. 7A journal box lids for Peckham trucks 1.40
No. 393 castings for McGuire.trucks 3.00
No. 1-9 castings for McGuire trucks 1.50
No. T-718 castings for McGuire trucks 1.20
No. 69 castings for McGuire trucks 1.30
castings for Peckham XC118 truck 14.40
B-22y2 castings for McGuire trucks 1.30
F-1827 side bearing castings for Peckham trucks 3.60
No. 166 casting .12
No. 163 castings .36
fibre rings for momentum brakes 17.50
Y in. x 4 in. x 26 in. fibre 4.40
in. x 4^2 in. x 7jG in. fibre 1.20
24 in. copper protection sleeves 3.08
speed wear switch (Cornell Mfg.) 7.50
17 in. brass splicing sleeves 25.20
13 in. brass splicing sleeves 4.50
Kl splicing sleeves 100
KI splicing sleeves, 10 in 3.50
insulated guard wire hangers 2.40
2 in. Premier globe strains .88
2 in. Premier globe strains (globe insulators) .66
2 in. round globe strains (O. B. Co.) 2.64
in. round globe strains (Anderson) .44
portable lamp guards 3.75
lb. Allen's Soldering salts > 2.00
boxes Burnley's soldering paste, lb * -80
yokes for R-141 insulators (Post Glover) 6.66
Y in. x 2 in. studs and caps (O. B. Co.) 2.00
16 in. opal reflectors for clusters 2.25
14 in. opal reflectors for clusters * 100
15 in. opal reflectors for clusters 1-60
magnet cores 4.20
thermometers 1-05
6 in. crimp washers 2.98
TOOLS, MATERIALS AND SUPPLIES. 325
Supplies in Store-room.—Continued.
Present
Value.
4 operating valve handles $ 12.00
2 Westinghouse operating handles 3.00
17 No. 39 white lantern globes 1.77
5 bottles acid for fire extinguisher 1.25
3 charges of soda for fire extinguisher..- .45
25 lb. bicarbonate of soda .75
5 54-pt. acid bottles .50
46 round head brass machine screws for seats .92
34 wheels for No. 12 Sterling regulator 8.50
20 No. 102A chimneys for oil headlights 1.79
2 drinking cups .08
4 i7s in. x 2 in. x 454 in. carbons .40
12 54 in. x 2% in. x 2 24 in. carbon brushes .36
3 lb. y2 in. No. 20 brads .13
11 lb. 24 in. No. 19 brads .50
16 lb. 24 in. No. 18 brads •••• -72
16 lb. 1 in. No. 17 brads .72
14 lb. 154 m- No. 16 brads .63
14 lb. 154 in. No. 15 brads .63
19 lb. 2 in. No. 14 brads .85
12 lb. 254 in. No. 13 brads .42
1 finger board shield for Kl2 controller 4.25
3 arc reflectors, Kl2 .45
1 Kl2 reverse cylinder 2.25
2 KlO reverse cylinder 3.60
3 fire hose nozzles, 2l/2 in. x 24 in 1.20
4 castings for reverse cylinder, Kl2 .60
28 automotoneers 280.00
6 K9 castings for Monarch scrapers * 1.20
17 K8 castings for Monarch scrapers 3.06
554 K2-10 castings for Monarch scrapers 1.92
8 K217 castings for Monarch scrapers 2.40
1 joint 5 in. stove pipe ..17
10 24 in. x 10 in. gauge glasses .63
1 . manhole gasket for sprinkler .50
1 rubber gasket, 454 in- x 6 in. oval .15
20 slotted hex. cap screws, tk in. x 1 24 in .50
75 54 in. x 54 in. slotted hex. cap screws 1.50
17 24 in. x 24 in. slotted hex. cap screws .34
179 54 in. x 24 in. headless screws 2.68
420 24 in. x 24 in. diamond point set screws 4.70
4 5 54 in. x 254 in. hex. head cap screws 1.30
100 No. 8 B cut casing nails 2.55
100 No. 6 B cut casing nails 2.65
5 armature nuts, G. E. 80 1.88
30 ft. 1 in. 4-ply hose brakes 10.50
3 armature shafts for 12A 27.95
1 armature shaft for G. E. 80 15.00
2 floor brush handles .24
1154 lb. copper wire spring, No. 11 1.72
6 clevis castings for Ham. sand boxes .60
3 goose necks for Ham. sand boxes 1.50
13 G. E. lightning arresters 58.50
2 No. 61 castings, truck journal box .24
4 pulley wheels for brake chain .40
7 S. C. D. 1715 castings, draw bar parts 1.05
26 No. 3 two-way wire connectors .91
3 50088 wall stockets .60
326 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Supplies in Store-room.—Continued.
Present
Value.
30 lb. No. 11 stranded C. C. magnet wire $ 4.50
33^4 lb. No. 14 stranded C. C. magnet wire 5.06
23 lb. No. 10 spring brass wire 5.17
2l/2 lb. No. 19 spring brass wire .63
24 2 in. brass hose clamps 2.20
11 3 in. brass hose clamps 2.57
41 armature coils, Westinghouse, DI EG (1 set) 9.00
27 armature coils, Christensen AAl, 29 7.21
25 oil founts for lantern 5.73
42 plug boxes. Mosher headlight 18.90
3 lower carbon holders 1.95
11 Moshier headlight binding posts .22
1 portable lamp guard extension 1.25
3 half green and opal shades for switchboard 1.20
18 2 in. x 9Y\ in. blue signal light glass 1.26
17 2 in. x 9^4 in. ruby signal light glass 1.19
18 2 in. x 9^4 in. green signal light glass 1.26
18 2 in. x 9^4 in. orange signal light glass 1.26
4 opal outer globes, G. E. style arc lamps 2.20
1 small car arc lamp globe .25
11 wire lamp guards .46
23 102A chimneys for oil headlight 2.05
2 wheels, iron, for pulley blocks .10
30 No. 6 screw eyes .08
50 in. semi-finished nuts ' .30
95 ^ in. x 2 in. cap screws 1.42
2 lb. large double pointed tacks .16
4 lb. fence staples .24
20 packages 14-oz. wire tacks .13
36 No. 40 hooks and eyes .20
(4 gr. 1^4 in. wrought staples .06
gr. 2p2 in. wrought staples .12
12 assorted punches for Doty hand punch 9.60
19 mica fullerboard for brush holders 1.90
84 wire connectors, No. 208, No. 4 wire 2.10
1 lb. 3-ampere fuse wire .30
4 controller handles, K28 B 10.52
4 reverse handles, K28 B 4.32
4 Wooley lightning arresters 12.00
30 valve slide parts for Ham. sand boxes 15.00
3 springs for Ham. sand boxes .24
5 wood castings for Ham. sand boxes 1.25
11 1-qt. varnish cups .83
20 gr. in. x 5 in. flat head brass screws 1.60
6 gr. 1 in. x 10 in. blued screws 2.28
1 G. E. operating valve (new) 12.50
2 M34 frames 1477, Moshier headlight 2.40
1 reflector for headlight 6.20
2 upper carbon holders 1.62
9 nuts for lower carbon holders .90
14 globe covers 3.50
72 clutch pins, carbon v 7.20
4 lower lamp globes .12
23 M 57 porcelain insulating washers .23
31 M 33 upper carbon clutch lever .93
21 M 28 clutch grip connector rod .63
5 Vulcabeston rings for AAl com 1.25
TOOLS, MATERIALS AND SUPPLIES. 327
Supplies in Store-room.—Continued.
Present
Value.
24 arc deflectors for K28B controller $ 3.60
500 ft. No. 14 double conductor wire 15.44
1 chopping axe, 5 in. cut .85
1 No. 2 Bullard pipe wrench 1.08
18 No. 4020 V/2 in. Eureka padlock 3.52
6 1 in. square shank drills, Ys in. shank 5.40
5 Y in. double shank drills, % in- shank 2.10
1 No. 2 socket 1.14
2 1 rh in. reamers 3.80
1 1^ in. x vfa in. reamer 1.80
1 in. x 3b in. reamer 1.77
5 5 in. square smooth files .42
188 pairs 1J4 in. wrought brass butts 4.27
40 pairs J/2 in. x 2J4 in. loose pin butts No. 289 4.37
21 pairs 3 in. x 3 in. loose pin butts, Jap. No. 731 1.17
15 pairs 3 . in. x 3 in. T. P. loose pin butts, Jap. No. 731...... .94
4 6 in. hinge hasps .12
2 6 in. strap T-hinges .12
2 1 in. brass bibb cocks 1.34
1 broad hatchet, 5-in. cut .95
47 in. leather belt lace 2.47
60 pairs 2 in. narrow wrought brass butts 2.09
.14 pairs 3l/2 in. Jap. T. P. butts, No. 731 .89
2 boxes Yx in. Coes aluminum ribbon .' 3.45
5 gal. car cleaner (Crandell) 3.50
24 5-row scrub brushes 1.10
2 4-row scrub brushes .07
10 G. E. 80 axle bearings 82.50
9 automotoneers, K28B 90.00
4 automotoneers, K28F 40.00
1 set Westinghouse grids Comp. 5 frames 1/5, No. 30089 30.55
7 side bearings castings, CT No. 387 7.00
2 G. E. 80 axle caps, No. 40380 10.00
2 axle collars, \l/2 in 6.00
14 top strainers for air brake, Westinghouse 14.00
1 5-ft. compressor, PRB Co 45.00
5 sprocket wheels for McGuire sweeper 22.50
6 elliptic springs for McGuire truck 22.50
2 center bearings, SCD, No. 358 2.00
2 drawbar castings, No. 110 2.30
4 drawbar castings, No. 124 5.20
3 drawbar castings, No. 126A 1.08
3 drawbar castings, No. 127A .54
8 castings, No. 14 B 7 Peckham 10.80
18 lbs. sulphuric acid 1.26
1 Westinghouse No. 49 commutator 18.00
1 enameled iron cuspidor .39
84 Y\ in. headlight wicks .87
24 1 to in. headlight wicks .40
8 lj£ in. headlight wicks .13
48 I n; in. headlight wicks .80
5 oil founts for No. 39, y2 in. lantern 1.15
197 No. 49 carbon brushes, in. x 2Yx in. x 3 in 5.91
11 cans Champion lye .83
8 V/2 in. x 17 in. Hartshorn curtain rollers 1.20
3 1J4 in- x 28 in. Hartshorn curtain rollers .60
10 36 in. car curtains, with rollers 25.00
1
39
43
65
48
32
48
27
19
22
;18
50
121
71
11
7
11
2
3
6
5
11
25
2
6
1
V2.
.90
V*
67
24
14
5
2
8
12
.04
6
4
2
5
5
10
2
19
9
12
10
6
4
94
10
25
9
17
5
7
VALUATION—SOUTH CHICAGO CITY RAILWAY.
Supplies in Store-room—Continued.
Present
Value.
center bearings, SCD No. 359 $ 1.00
coils for car heater 9.75
No. 1 lard oil burners for lantern 1.79
No. 2 Beacon burners for lantern ' 1.90
No. 1 lantern wicks .10
No. 2 lantern wicks .36
No. 3 lantern wicks .60
lb. lead strip for engine room 2.70
lb. 3/s in. No. 6 Norway rivets .95
transom openers (D. M. S. Co.) 29.70
window sash catches (Cub. Co.) 52.32
cupboard catches for vent., No. 32 (A. & W.) 8.60
window sash lifts (A. & W.) 18.56
window sash bars (Cub. Co.) 13.84
double sheave pulleys for register cord 2.20
single sheave pulleys for register cord .84
cup washers for eclipse door check 1.37
grates for Franklin car heater 6.00
H-10 grate supports, Smith heater No. 3 1.50
H-10 grate supports, Smith heater No. 1 3.00
grates for No. 1 Smith car heater 7.50
side levers for track jack, Union No. 18 5.50
stove pokers 1.77
grate shakers for Smith heater .50
malleable wiper rings for No. 56 motor 10.68
cast iron bushing for No. 56 motor 2.85
lb. paraffin . .84
porcelain wiring knobs, No. 51V2 1.20
lb. solder strip for solder bonds 4.95
lb. No. 10 wire solder 16.25
Bossert boxes and receptacles, complete 8.64
No. 11 lanterns 6.42
K-143 backs, Consolidated car heater 7.50
fronts, Consolidated car heater 2.00
1 y2 in. x 26 in. Hartshorn rollers 1.60
air strainers for Westinghouse air brakes 12.00
fibre bushings for form G governor 3.12
sq. ft. brass wire cloth for strainer 1.20
in. air cocks, T handles .70
p2 in. sander valves 4.00
malleable iron wrenches, sander valve .75
U4 in. x 1 in. x 1 in. malleable iron "T" .35
in. insulating joints for air brake 5.00
y in air cocks .40
2y in. x 1% in. fibre washers .19
contact springs for form G governor .27
fibre insulators .36
bands for C-B-J operating valve -50
dials for C-B-J operating valve 3.00
springs for handle for C-B-J operating valve .12
fibre bushings for form G governor 4.70
fibre insulating strips for form G governor -30
fibre bushings for form G governor -75
castings, TO No. 12 12.60
castings, D No. 10 Dorner 11.90
castings, B No. 22, in 3.25
castings, SCD No. 1759, drawbar heads 10.50
TOOLS, MATERIALS AND SUPPLIES. 329
Supplies in Store-room—Continued.
Present
Value.
24 oil cups for No. 11 lantern $ 5.00
2 gr. No. 2 or B lantern wicks .80
9 1 in. tubular lantern wicks .15
12 Hartshorn tin rollers, 46 in 2.64
3 Hartshorn tin rollers, 42 in .45
4 Armstrong journal oilers 2.00
100 window sash springs 5.50
3 leather window sash lifts .06
12 chair bolts, 4 in, No. 156 3.00
20 4l/% in. green glass 1.80
9 4% in. white lenses 1.35
4 bull's-eye lense holders 7.36
5 malleable iron wrenches for Westinghouse brake .75
14 malleable iron frames for intake 2.80
8 3-pt. switches, Consolidated heater 14.00
18 contact points, form G governor > 3.60
23 contact tips, form G governor 1.15
8 2 in. leather cap washers, form G governor 1.60
20 pieces asbestos insulation .40
2 9 in. gears for Bryant rail saw 12.50
2 734 in. gears for Bryant rail saw 12.50
. 3 6ik in. gears for Bryant rail saw 18.75
2 12A grid diverters, L? in. panels 9.00
14 handles for filler cocks, Smith heater 2.80
17 brass filler cocks 34.00
2 pieces slate, 1 in. x 3 in. x 6 in .60
5 pieces slate, Ya in. x 5% in. x 7in 1.25
25 No. 274 malleable iron washers 2.50
50 lbs. 5/% in. split nuts, elastic 2.95
50 lbs. Ya in. split nuts, elastic 2.60
85 contact fingers, Lorain No. 64 Control 21.25
100 small segments, Lorain No. 64 Control 8.00
300 contact tips for finger on Lorain No. 64 Control 18.00
112 segments for Lorain No. 64 Control 17.92
50 reverse fingers, K-28 9.00
71 contact fingers, K-28 21.30
230 segments for K-28 control, assorted.. 85.50
16 springs for Lorain brush holder 4.40
59 gauge glass gaskets, ^2 in .56
3 safety valves for Smith heat.er 7.50
13 y in. pet cocks 2.28
4 Ya in. steam cocks, with T hole .64
8 Yi in. pet cocks 1.68
1 3y2 in. Ashcroft steam gauge 1.75
4 copper funnels for Smith heater 1.00
1 tin stove pipe ring .05
7 1Y in. brass unions 3.15
2 y2 in. steam cocks .90
k6 end castings for Westinghouse grid 7.20
11 y in. insulating rods for Westinghouse grid 3.52
8 1 in. floor plates for car gates .48
14 1 Ya in. union plates for car gates : 2.10
5 handle sockets for T-13 jack 7.50
3 handle sockets for No. 2 Jenny jack 3.75
4 carrying handles, No. 2 Jenny jack 1.00
25 castings, B-18-1, No. 2 25.00
5 hand brake handles 5.00
330 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Supplies in Store-room.—Continued.
Present
Value.
8 rubber cushions for motor suspension $ 1.(50
5 handles for car gates 2.50
8 Queen post castings for Y in. rod 1.12
101 lbs. 2 in. wire fence cable 3.03
22 lengths 1 in. speaking tube 1.32
8 1^4 in. wire inserted hose, 48 in. long 10.00
13 coil springs, Y in. x 4 in. x 8(4 in 4.55
2 G. E. 80-gear cases 33.70
9 gears 69 T, 4lJ in. bore, G. E. 80 135.00
2 1(4 in. hose couplings 1.20
11 cable clamps 3.08
5 Eclipse door checks, No. 1223 6.25
1 AAI single switch oulet box .15
4 Perkins 25-ampere, 660-v. knife switch, No. 3217 4.40
1 curved glass, No. R-1337, for wattmeter .25
10 bronze signal bells, 4(4 in. shield 15.00
1 6 in. ruby lens .65
49 green glass, 3 in. x 9)4 in 3.43
46 red glass, 3 in. x 9)4 in 3.22
43 blue glass, 3 in. x 9)4 in 3.01
2 exhaust mufflers for Westinghouse air motor 2.00
14 insulators for form G governor 1.40
9 insulators for form G governor .09
24 brass thumb screws, (4 in., Westinghouse air brake .36
5 female 14 in. nipples for hose .60
1 2 in. chime whistle 3.25
39 arm coils for Westinghouse air motor, 41 set 8.56
24 contact tips for form G governor 4.80
5 leather plunger washers for air brake cylinder .. 1.00
24 arc reflectors for No. 56 brush holders 4.56
12 arc reflectors for No. 12A brush holders 1.20
36 coil springs for G. E. 80 brush holders 4.50
15 cradle suspension Westinghouse air brake 1.50
50 anti-rail creepers, 80 lb 7.50
249 lb. No. 12 B telephone wire 13.64
200 wood protectors, strips 6 ft. x 2 in 14.00
50 lb. flake graphite 7.50
25 lb. No. 6 spring steel coppered wire 4.00
190 lb. No. 4 soft copper wire 28.50
250 lb. No. 9 pony glass insulators 4.20
7 single cross arm supports, 6 in. pole 7.35
1 J! in. scpiare shank drill .35
2 sticks 20th century lumber crayon (black) .12
8 sticks No. 520 Dixon's lumber crayon (red) .50
3 sticks No. 521 Dixon's lumber crayon (blue) .19
5 No. 5 magazine glass cutters 1.05
6 No. 0 safety chains, 1 pkg .90
5 No. 10 flle cleaners .67
7 No. 881 pencils, H. S. & B .18
34 Y in. x 8(4 in. carriage bolts .98
30 Y in. x 6(4 in. carriage bolts .75
2lA lb. Y in. x Y\ in. round head iron rivets .11
7 lb. (4 in. x Y in. round head iron rivets .32
13 lb. A in. x 1(4 in. round head iron rivets .58
41 lb. Y in. x 1)4 in. round head iron rivets 1.43
2(4 lb. (4 in. x 1)4 in. flat head iron rivets .10
400 )4 in. x (4 in. round head stove bolts .56
TOOLS, MATERIALS AND SUPPLIES. 331
Supplies in Store-room.—Continued.
Present
Value.
125 1^4 in. x fk in. round head stove bolts $ .32
300 1 in. x t3b in. round head stove bolts .39
400 1*4 in. x t3g in. round head stove bolts .50
225 1*4 in. x t3s in. round head stove bolts .34
100 2 in. x t3g in. round head stove bolts .11
175 1 in. x 24 in. round head stove bolts -26
50 1*4 in. x *4 in. round head stove bolts .08
425 1*4 in. x *4 in. round head stove bolts .72
210 124 in. x *4 in. round head stove bolts .38
150 2 in. x 24 in. round head stove bolts .28
50 2*4 in. x *4 in. round head stove bolts .10
125 % in. x t3b in. round head stove bolts .14
120 1*4 in. x i3g in. round head stove bolts .14
150 24 in. x *4 in. round head stove bolts .20
100 1 in. x 14 in. round head stove bolts .14
75 2 in. x *4 in. round head stove bolts... .13
200 3 in. x 14 in. round head stove bolts .40
12 lb. i3b in. x 24 in. round head iron rivets .54
285 i3b in. x 24 in. cotter pins .12
1,000 tV in. x 1 in. cotter pins .19
395 J/$ in. x 114 in. cotter pins .13
100 24 in. x 1*4 in. cotter pins .24
1,080 #2 in. x 1 in. cotter pins ' .20
171 34 in. x 3 in. cotter pins .86
500 24 in. x 2*4 in. cotter pins 1.63
284 Smith spring- improved nut lock 7.10
128 lb. 24 in. square, tapped nuts 4.75
17 lb. 1 in. square, tapped nuts .60
84 *4 in. x 4 in. lag screws .98
12 24 in. x 5 in. lag screws .28
49 24 in. x 2*4 in. lag screws .80
60 24 in. x 13*4 in. lag screws ".. 3.44
7 lb. tjj in. flat, iron washers .56
44 lb. 24 in. x 824 in. machine bolts 2.75
37 lb. 124 in. door buttons .15
1 lb. iron burrs .15
17 packages No. 11 double pointed tacks .11
200 No. 4x36 square brass machine screw nuts .54
100 No. 6x32 hex. brass machine screw nuts .40
3 gr. No. 10x24 hex. brass machine screw nuts 2.10
3 gr. No. 12x24 hex. brass machine screw nuts 2.33
100 No. 10x32 hex. iron machine screw nuts .13
200 No. 14x24 hex. brass machine screw nuts 1.24
19 packages 2-oz. tacks .16
13 packages 4-oz. tacks .21
11 packages 8-oz. tacks .33
8 packages 18-oz tacks .64
16 brake dogs .40
10 lb. patent solder 3.00
50 carpenters' blue chalk .30
19 10 ampere fuses for MS 40 switch 3.04
8 split 24x10 porcelain tubes 1.47
2 solid 24x12 porcelain tubes .11
1 2 in. iron body steam cock . 2.25
48 1% in. couplings 2.62
7 2 in. couplings .62
4 2*4 in. R. & L. couplings .50
6
3
3
1
7
1
6
8
85
15
12
11
2
3
3
1
4
3
2
6
13
2
3
25
3
3
5
19
1
11
4
7
6
7
27
4
11
16
3
2
6
1
12
3
6
15
6
6
4
1
7
5
6
2
2
2
6
VALUATION—SOUTH CHICAGO CITY RAILWAY.
Supplies in Store-room—Continued.
Present
Value.
2 in. R. & L. couplings $ .53
2l/2 in. R. & L. couplings .38
24 in. R. & L. couplings .05
>4 in. R. & L. coupling .02
24 in. R. & L. couplings .22
1 in. R. & L. coupling .04
1*4 in. R. & L. couplings .31
24 in. return bend .87
^ in. x 1 in. cotter pins .02
2 in. extra heavy couplings 1.40
1*4 in. extra heavy couplings .84
1*4 in. extra heavy couplings .62
2 in. cast crosses .30
354 in. 45 deg. extra heavy ells 1.23
2*4 in. 45 deg. extra heavy ells .60
3 in. extra heavy ell .25
4 in. extra heavy ells 1.60
5 in. extra heavy ells, 45 deg 2.50
5 in. extra heavy ells, 45 deg 1.33
4 in. extra heavy ells, 45 deg 2.88
*4 in. malleable iron ells .22
54 in. malleable iron ells .03
*4 in. malleable iron ells .12
24 in. malleable iron ells .60
24 in. cast iron ells .06
24 in. street iron ells .12
*4 in. malleable iron ells, 45 deg .16
*4 in. malleable iron ells .76
*4 in. cast iron ell .02
54 in. street iron ells .34
54 in. cast iron ells, 45 deg .12
54 in. malleable iron ells, 45 deg .22
Y in. cast iron ells, 45 deg .15
Yx in. steel ells .37
24 in. malleable ells 1.62
24 in. x ^ in. reducing ells .15
24 in. cast iron ells, 45 deg .46
1 in. cast iron ells, 45 deg .70
1 in. cast iron ells, 45 deg .15
1 in. malleable iron ells, 45 deg .21
154 in. cast iron ells, 45 deg .80
154 in. malleable iron ell, 45 deg .15
154 in. cast iron ells, 45 deg 1.01
154 in. extra heavy ells .54
1*4 in., 45 deg. ells .60~
2 in. cast ells 1.76
254 in. extra heavy ells 2.40
254 in. R. & L. ells 1.50
3 in., 45 deg. ells 1.51
3*4 in. cast ell .44
154 in. R. & L. ells .53
154 in. street ells .72
2*4 in., 45 deg. extra heavy ells 3.00
2*4 in., 45 deg. cast ells .50
24 in. extra heavy tees .14
4 in. extra heavy tees 1.48
3 in. extra heavy tees 2.76
TOOLS, MATERIALS AND SUPPLIES. 333
Supplies in Store-room—Continued.
Present
Value. •
11 2^4 in. extra heavy tees ' $ 3.37
12 2 in. extra heavy tees 2.06
11 1 in. cast tees .69
4 1 in. extra heavy tees .25
4 1*4 in. cast tees .38
3 1 *4 in. extra heavy tees .30
3 ll/2 in. malleable tees .54
7 1*4 in. cast tees •••• -84
3 v/z in. extra heavy tees .36
11 2 in. cast tees 1.89
8 2*4 in. cast tees 2.45
3 2*4 in. extra heavy tees (long sweep) .90
1 2*4 in. cast tees (long sweep) .35
10 1 x 24 x 1 in. cast tees (long sweep) .71
12x1 x 1 in. cast tees .20
3 2 x 114 x 1 Va in- tees
12 1^4x2 in- nipples .31
6 114 x 1/^ in. nipples .16
11 2x4 extra heavy nipples .46
4 2*4 x 5 in. extra heavy nipples .37
9 1*4 x 2 in. nipples .23
12 *4 in. iron plugs .09
11 *4 in. iron plugs .08
36 34 in. iron plugs .26
31 y2 in. iron plugs .22
1 % in. iron plugs .... .01
26 1 in. iron plugs .37
11 1*4 in. iron plugs .20
18 1*4 in. iron plugs .45
8 2 in. iron plugs .29
5 2*4 in. iron plugs .32
5 3 in. iron plugs .45
1 4 in. iron plugs .15
2 5 in. iron plugs .63
1 6 in. iron plugs .43
3 *4 in. brass unions .33
14 *4 in. iron unions .84
19 34 in. iron unions 1.28
3 *4 in. iron unions • ••• -22
14 34 in- iron unions 1.19
10 1 in. iron unions 1.10
21 1*4 in. iron unions 3.15
14 x]/2 in. iron unions 2.66
2 1*4 in. malleable return bends .48
2 *4 in. malleable tees .04
2 *4 in. malleable tees .04
1 *4 in. cast tees .02
2 34 in. cast tees .06
10 34 in. malleable tees .21
4 *4 in. malleable tees .12
1 *4 in. cast tees .04
8 34 in. cast tees .46
4 34 in. malleable tees .16
2 1*4 in. flange unions .45
2 1*4 in. flange unions .52
3 2*4 in. flange unions 1.31
3 2 in. flange unions 1.05
4
12
5
6
10
9
20
5
18
9
9
5
15
16
12
6
7
7
5
14
16
2
2
3
3
3
2
2
3
3
1
7
2
1
1
1
4
2
10
4
1
1
50
06
5
7
8
12
14
11
18
14
6
112
143
: 8 6
4
VALUATION—SOUTH CHICAGO CITY RAILWAY.
Supplies in Store-room—Continued.
Present
Value.
lbs. 005 Peerless insulating paper $ 5.50
4 in. flange unions 2.92
% x l/& in. iron bushings . .18
y x Y\ in. iron bushings .08
y2 x y in. iron bushings .08
y x y in. iron bushings .18
^ x 3/8 in. iron bushings .16
34 x ^2 in. iron bushings .36
x 1 y2 in. iron bushings .11
x y in. iron bushings .39
y^ x y2 in. iron bushings .23
y x y in. iron bushings .23
% x y in. iron bushings .13
/2 x y2 in. iron bushings f. . .48
y2 x in* iron bushings .52
y2 x 1 in. iron bushings..- .39
14 x 114 in* iron bushings .19
2 x 1 in. iron bushings .35
2 x iy in. iron bushings .35
2 x \y2 in. iron bushings .25
214 x 114 i11- iron bushings 1.05
214 x 114 in. iron bushings 1.20
214 x 2 in. iron bushings .15
3 x 1 in. iron bushings .24
3 x 114 in. iron bushings .35
3J4 x 2 in. iron bushings .43
3 x 214 in. iron bushings .43
4 x 3 in. iron bushings .36
5 x 4 in. iron bushings .67
spark coils K 12 12.00
H. I. wiper rings, 12 A 3.60
C. L. bushings for No. 3 commutator .26
C. L. bushings for 12A commutator 12.60
Lorain 334 Commutator, assembled 70.00
G. E. No. 80 commutator, complete 65.25
Westinghouse commutator, assembled 17.50
AAl commutator, assembled 8.50
Westinghouse No. 3 field coils 99.40
Westinghouse No. 101B field coils 56.00
Westinghouse No. 56 field coils 241.40
G. E. No. 80 field coils 73.20
set G. E. No. 80 armature coils 24.46
set Westinghouse No. 101B armature coils 31.00
lbs. asbestos paper • 1.75
Vulcabeston bushing for Westinghouse diverters 21.20
lbs. mica rings for Westinghouse diverters 4.50
rolls 2 in. asbestos tape for Westinghouse diverters 1.05
galvanized iron blowout coil cores 1.92
lb. No. 3 cotton sleeving ,• • • • 10.20
lb. No. 4 cotton sleeving 11.90
rolls 1 in. woven tape 3.90
rolls y in. oiled linen tape 11.70
rolls y in. linen tape 3.50
rolls 1*4 in. linen tape 3.81
ft. 2 in. oak plank 144.29
ft. 3 in. oak plank 96.07
ft. 4 in. oak plank 194.64
30 ft. white cedar poles, 7-in. top 12.00
TOOLS, MATERIALS AND SUPPLIES.
335
Supplies in Store-room—Continued.
Present
Value.
13
2'
2
2
4
1
1
215
1
1
5
1
1
1
1
2
1
2
1
3
1
11
1
1
1
2
1
3
116
1
2
1
4
2
1
127
1
3
330
),200
292
191
45
185
2
15
53
63
68
149
40
30
kegs
kegs
kegs
kegs
kegs
keg
keg
n
%
%
X
X
X
X
X
X
X
3
3^2
4
4l/2
3p2
4
in. track bolts $
in. track bolts
in. track bolts
in. track bolts
in. track bolts
in. track bolts
x 4l/2 in. track bolts
frog, 6 in. Wharton, 8 ft. long.
7 in. Wharton, 110 lb. grooved rail, 1-19 ft. 1-13 ft
84.95
52.80
11.60
12.20
11.60
22.80
5.91
5.80
7 in., 80 lb., 30 ft. rail.. 3,150.03
80 lb. T rail, 20 ft. long
80 lb. T rail, 22 ft. long
80 lb. T rail, 14 ft. long
80 lb. T rail, 21 ft. long
80 lb. T rail, 12 ft. long
80 lb. T rail, 13 ft. long
80 lb. T rail, 18 ft. long
80 lb. T rail, 16 ft. long
80 lb. T rail, 15 ft long
7-in. 85 lb. Johnson girder, 19 ft
7-in. 85 lb. Johnson girder, 26 ft
7-in. 85 lb. Johnson girder, 30 ft
7-in. 80 lb. Wharton girder, 26 ft
7-in. 80 lb. Wharton girder, 30 ft 173.68
6 in. 75 lb. Wharton girder, 26 ft
right hand switch, 80 lb. T rail, 11 ft. 6 in. long, from Stony
Island Ave., Morden Frog & Crossing Works
Diamond frog, 6 in., Wharton groove rail, 35 degree angle...
frogs, 6 in. Wharton, 8 ft. long
79.79
11.89
55.00
42.00
84.00
42.00
42.88
double curve layout for 67th st. and Stony Island ave 132.63
pair joints for 7 in. Wharton rail 92.80
6 in. Johnson switch from carpenter shop 65.00
single track jump crossing with wings and easing rails,
Pennsylvania Ry., 101st St. barn * 280.00
complete turnout double track 6 in. Wharton, for 70th St.
and Stony Island Ave 715.00
complete turnout double track 6 in. Wharton, for Yates Ave. 593.00
diamond frogs, 1 switch, 1 mate and 4 curved rails, 7 in. all
per drawing 3451A, for Madison Ave. loop, Penn. Steel Co.. 779.00
switches 288.08
mate, for 79th St. and Commercial Ave 105.04
ft. 5 in. Wharton girder guard rail • • • 158.75
50 ft. pole 12.00
30 ft. tubular steel poles 94.50
sq. yds. granite paving blocks (27 to sq. yd.) 742.50
paving brick (55 to sq. yd.)....1 125.57
6 in. x 8 in. x 8 ft. oak ties 227.76
No. 1 chestnut ties 131.79
No. 2 chestnut ties 20.25
8 x 10 in. sawed oak crossing ties 343.41
7-in. girder rails, 24 ft.—25l/2 ft 24.16
T rails, sec. 8004—30 ft. (Illinois Steel) 171.43
30-ft. grooved rails, sec. 234—110 lbs., 7-in 2,130.60
grooved guard rails, 6-in., P. S. Co., No. 86, 30 ft 2,438.10
pair angle bars for 8004 T rail, 24 in 45.39
pair angle bars, 24 in., 4 hole., 2x/2 x Yr in 117.71
pair suspended joints No. 530W for 6-in. Johnson girder.... 109.60
pair joints No. 87F, 6 in. Johnson 44.40
301
31
429
013
53
409
236
014
5
10
169
36.5
371
15
351
220
78
30
692
3
1
1
1
2
1
1
1
1
1
1
1
1
1
1
1
4
4
,422
307
260
400
730
100
50
22
35
1
1
1
1
10
VALUATION—SOUTH CHICAGO CITY RAILWAY.
Supplies in Store-room—Continued.
Present
Value.
ft. 6 in. Wharton girder guard rail $ 388.29
pair joints No. 152, 6 in. Wharton 47.66
pair suspended joints No. 538W for 6 in. Johnson girder rail. 1,175.46
pair suspended joints No. 539W for 6 in. Wharton girder rail. 6,136.09
pair suspended joints No. 540W for 6 in. Wharton girder rail. 145.22
7-in brace plates No. 91 2,199.82
No. 541W brace plates for 6 in. Johnson girder rail 1,716.65
No. 512W brace plates for 6 in. Wharton girder rail 1,543.67
kegs x 3 in. rack bolts 33.50
ft. 7 in. Wharton girder guard rail 13.40
ft. 4 in. Johnson girder guard rail 211.25
ft. 6 in. Wharton girder guard rail, 75 lb 85.28
ft. 7 in. Wharton girder guard rail, 80 lb 628.12
ft. 6 in. Johnson girder guard rail, 78 lb 7.13
ft. 80 lb. T rail 133.70
ft. 65 lb. T rail 68.00
ft. 38 lb. T rail 13.20
ft. box rail 6.60
ft. tram rail ~ . .. 207.60
frogs for 80 lb. T rail, 9 ft 112.50
mate for 60 lb. T rail 40.00
80 lb. T rail, 20 ft. long, with bolted guard part for crossing 10.00
30 lb. T rail, 16 ft. long, with bolted guard part for crossing 5.56
80 lb. T rail, 14 ft. 6 in. long, with bolted guard part for
crossing 10.06
split switch, 80 lb. tees 50.00
mate, 6 in. Wharton groove rails, 12 ft. 6 in 50.00
mate, 7 in. Wharton groove rails, 16 ft . .. 55.00
mate, 7 in. Wharton groove rails, 12 ft. 6 in 50.00
switch, 7 in. Wharton groove rails, 3 6 ft 65.00
mate, 6 in. Wharton groove rails, 12 ft 50.00
frog, 6 in. Wharton groove rails, 8 ft 40.00
mate, 6 in. Wharton groove rails, one leg 13 ft., one leg 18 ft. 50.00
frog, 6 in. Wharton groove rail, 9 ft. 4 in 45.00
frog, 6 in. Wharton groove rail, 6 ft 35.00
mate, 6 in. Wharton groove rail, 12 ft 30.00
switch, 6 in. Wharton groove rail, 12 ft 40.00
derail switches, 6 in. Johnson > 372.64
^2 in. x 12 in x 10. ft plates 16.40
pairs splices, 6 in. Wharton 568.80
splices, 6 in. Johnson 122.80
Wharton chairs 302.40
Wharton chairs, double, home 100.00
tie plates, 7 in. girder rail 87.60
pieces angle bars, 80 lb. T rail, 30 in 90.00
pieces angle bars, 67 lb. T rail, 36 in 45.00
pieces angle bars, 60 lb, T rail 17.60
compromise splices 87.50
Total $49,535.67
SUPPLIES ON TOP STORE-ROOM.
set Westinghouse No. 12 Arm coils $ 17.30
K. of P., with 30 sockets 9.60
R. O. L. G., with 50 sockets 16.00
G. A. R., with 30 sockets 9.60
borders 6 ft. x 20 ft., with 75 sockets .* 215.00
TOOLS, MATERIALS AND SUPPLIES. 337
Supplies on Top Store-Room.—Continued.
Present
Value.
1 border 6 ft. x 32 ft., with 100 sockets $ 30.00
8 sand boxes for the DeFrabee sander 16.00
9 pieces plaster board, 32 in. x 36 in 7.55
1 U. S. oil headlight, 14 in. reflector 15.00
1 brass form for Arm coils, Westinghouse 56 75.00
1 brass for Westinghouse 12A.... 75.00
2 wood forms, arm coils, Westinghouse No. 3..., 50.00
1 wood form, for field Westinghouse No. 49 15.00
1 wood form, for field Westinghouse No 12A 15.00
1 wood form, for field Westinghouse No. 3 15.00
35 ft. 1 in. 4 ply water hose 8.75
1 coil for Peter Smith heater 15.00
1 iron pulley, 16 in. diam., Al/2 in. F., 1^4 in- B 1.75
1 iron pulley, 12 in. diam., 4 in. F., 1 in. B 1.25
1 iron pulley, 9 in. diam., 3l/2 in. F., 1% in. B 1.00
60 lb. brass fittings, scrap ..... 6.00
61 coil springs, 5}4 in. x 4N> in. x 1 in 24.40
2 Westinghouse air brake cylinders, 8 in. x 16 in 13.00
1 air brake cylinder, Christenson 7.00
2 No. 2 Knutson trolley retrievers 24.00
1 G. E. circuit breaker, form NL 35097 40.00
8 33 in. steel tired spoke shells /.. 336.00
1 16 in. x 48 in. air reservoir for air brakes 10.50
1 16 in. x 60 in. air reservoir for air brakes 12.50
1 iron car step for trail car 7.50
1 crucible outfit, for welding 25.00
15 bushels of charcoal 3.0Q
8 brake shoes, B 9^4 4.00
4 brake shoes for L. & F. sweeper 2.00
10 ft. sprocket chain for sweeper 6.00
1 10 in. x 12 in. air brake cylinder.. 10.00
11 3% in. iron cup washers 1.10
5 4*4 in. iron cup washers .75
3 rail blocks for hydraulic rail bender .90
4 coil springs, 9l/2 in. x 5E> in. x 1 in 6.00
3 coil springs, ll/2 in. x Al/2 in. x Y in 1.20
4 coil springs, 7 in. x 4^4 in. x ^4 in 2.00
1 coil spring, 5j4 in. x 4^4 in. x 1 in .25
9 coil springs, 4 in. x 4 in. x % in 2.25
35 coil springs, 5 in. x 2*4 in. x *4 in.. - 7.00
32 coil springs, 3 in. x 2>)4 in. x l/2 in 4.80
15 coil springs, 6 in. x 4 in. x $4 in 3.75
18 coil springs, 4*4 in. x 3*4 in. x y2 in 3.60
2 coil springs, 6*4 in. x 4 in. x 24 in .50
1 coil spring, 6 in. x 4 in. x 24 in .25
3 coil springs, 8J4 in. x 4% in. x 24 in 1.20
2 coil springs, 5^4 in. x 3]/2 in. x 24 in .50
1 coil spring, 414 in. x 2*4 in. x 14 in .20
6 coil springs, 2^4 in. x 2*4 in. x 14 in 1.20
1 coil spring, 5*4 in. x 4*4 in. x 1 in .25
10 coil springs, 18 in. x 2 in. x A in., for brake 3.50
200 pipe covers for Peter Smith heater 20.00
4 nose suspensions for Westinghouse 12A, new.- 5.76
36 axle collars, Westinghouse No. 12A 18.00
1 journal box for McGuire pressed steel truck 3.75
4 choke coil cores for GE 80 1.00
50 fuse boxes 62.50
20 coil sprines, 15 in. x \l/2 in. x *h in. brake release .- 6.00
'I
5
50
50
50
25
1
23
50
24
10
35
19
10
2
4
1
4
7
14
1
4
00
60
18
18
35
20
30
15
4
• 75
550
.50
10
10
1
10
10
4
1
1
46
4
7
25
[00
50
100
8
35
20
1
40
r
VALUATION—SOUTH CHICAGO CITY RAILWAY.
Supplies on Top Store-room—Continued.
Present
Value.
malleable iron keys, K 2 controller $ 7.50
malleable iron keys, K 10 and K 12 controller 7.50
malleable iron handles, K 28 controller 7.50
malleable iron sand valve handles 1.50
12 in. x 12 in. Westinghouse air brake cylinder 15.50
set screws (sq. head), 24 in. x 3 in '. 1.15
set screws,* 24 in. x ll/2 in 1.50
set screws, 24 in. x 2*4 in .96
set screws, Y% in. x 2l/2 in .50
set screws, Y in. x lJ/2 in .70
set screws, Y in. x 2 in .19
lb. sheet brass, % in 2.20
bbl. Albany moulding sand 3.50
structural iron underframes and draft riggings for trailers,
Simplex Co 400.00
bolt Pauline 36 in. G. B. Carpenter, 50 yd 27.00
truck frame castings, No. W-129 sweeper 36.00
steel 24 in- x 12 in. x 7 ft. bridge approaches 34.00
1 in. x 12 in. x 5 ft., for bridge approaches 65.66
VanDorn & Dutton track scraper, complete 12.00
springs, 4 leaf 3 in. wide x 30 in 15.00
ft. 1^4 in. iron pipe 13.50
ft. Y\ in. galv. iron pipe 2.76
ft. 2*4 in. iron pipe 3.24
ft. 2 in. iron pipe 2.16
ft. lx/2 in. iron pipe 2.80
iron frames, Wamsley's iron pipe 10.00
ft. 4*4 in. steel tubing 30.00
yd. bank sand for cars 11.25
T, blacksmiths' coal 22.00
Oil House.
lb. Artie No. 2 cup grease 20.12
lb. curve grease 9.63
lb. hot box compound, Standard Oil Co 4.50
gal. Eocene oil 1.10
gal. comp. oil 2.50
x/2 T. chain hoist 9.45
large oil headlights, A. & W 50.00
oil headlights, A. & W 50.00
VanDorn & Dutton track scrapers '. 48.00
Monarch track scraper 12.00
ornamental base for trolley pole, with top fittings, National
Tube Co 60.00
gal. dark car oil 4.14
coil springs, 14 in. x 124 in- x i5s in 1.20
SUPPLIES IN SHOPS AND BARN.
CARPENTER SHOP.
O. B. trolley wire pickups $ 8.05
lb. 3d nails .. .75
lb. 3d cut nails.... 3.00
lb. 2d cut nails ,.... 1.50
lb. lOd cut nails 2.35
door sheaves 10.00
lbs. 6d cut nails .82
carline covers, Black Hardware Co 7.60
Reeves split pulley, 8x12 in 2.00
yds. 26 in. canvas back rattan, 260 sq. ft 65.00
TOOLS, MATERIALS AND SUPPLIES.
339
Carpenter Shop—Continued.
Present
Value.
24 car curtains, Pantasote $ 87.50
25 yds. 22-in. canvas lined rattan, 137*4 sq. ft 28.87
10 yds. 30-in. canvas lined rattan, 75 sq ft 15.75
25 yds. 14-in. canvas lined rattan, 87*4 sq. ft *.. 18.37
100 yds. 36-in. No. 10 cotton duck 33.00
1 14-in. feather duster .21
1 galv. shovel for car stove .06
2 17-in. galv., coal hods .50
'25 28-in. wooden grab handles • 2.50
2 upper deck carlines .70
25 lbs. No. 8 wire nails .63
2 K 12 controllers 170.00
2 brass strips for seat backs, 36 in .72
4 pieces No. 14 sheet iron, 14 x 36 in 1
6 pieces No. 14 sheet iron, 36 x 120 in |
5 pieces No. 14 sheet iron, 40 x 96 in... }- 1,295 lb. 30.43
4 pieces No. 14 sheet iron, 24 x 120 in J
!,G00 ft. window beadings 7.00
8 gals. Morgan's elastic paint 6.00
2 lbs. Royal turban red 1.30
Ash slats for 5 seats : 5.00
25 brass bell cord bushings 1.87
50 ft. double cotton belt, 2-in 1.08
5 lb. spring rubber, 78 x ^4 in 2.50
400 ft. curtain cable, s32 in .• • • • 12.00
150 springs for register backs 9.00
25 Sojberg window sash springs 1.37
50 brass washers for seat screws 2.00
100 No. 5 deck sash pivots 5.20
22 car gates, swinging, Minneapolis type 109.45
1 car gate, swinging, Minneapolis type 4.98
5 pantasote curtains, 32 x 40 in 13.00
16 gates, 4 sets, Minneapolis type 79.60
1 K 11 controller : 60.00
1 automotoneer for K 11 controller 10.00
1 automatic slack adjuster 10.00
2 22-in. folding car seats, Andrews Co 6.00
14 Seat standards 14.00
1 33-in. folding car seat 3.50
1 2 in. x 18 in. x 8 ft. door header 3.10
- 6 7 ft. trestles, J. Berg 10.50
1 3 ft. trestle, J. Berg 1.25
13 4 ft. cabinetmakers' clamps 6.50
16 16-in. handscrews 7.20
1 hose-piece pattern for platform, pine .55
3 end top-plate pattern for vestibule, pine .82
7 pieces 1*4 in. x 12 in. x 16 ft. pine 5.71
1 piece 2 in. x 8 in. x 16 ft. pine .75
1 piece 3 in. x 12 in. x 10 ft. oak 1.80
1 piece 3 in. x 8 in. x 5 ft. oak .72
1 piece 3 in. x 6 in. x 5 ft. oak . .42
1 piece 3 in. x 12 in. x 16 ft. oak 2.98
2 sash, white oak, 16 x 30 in 3.00
5 27-in. iron grab handles 1.75
1 5-in. stove elbow .20
6 Hartshorn tin rollers, 1 x 32 in .90
3 pieces stove pipe, 5 in .45
2
20
3
3
y2
1
10
2
3
6
1
25
1
12
2
3
25
50
1
1
12
2
00
2
00
12
15
1
00
00
00
00
15
40
10
1
1
1
1
1
1
5
5
2
1
12
3
1
2
2
2
4
3
5
1
1
VALUATION—SOUTH CHICAGO CITY RAILWAY.
Carpenter Shop—Continued.
Present
Value.
gal. raw linseed oil $ .94
gal. asphalt black paint and bbl 8.95
counter dusters 2.01
gal. Atlas liquid surfacer 9.45
gal. Wizard varnish remover .75
gal. Murphy's rough stuff 2.00
lb. pumice stone .25
gal. wood alcohol and can 1.50
gal. floor paint ' 3.75
wooden signs, 5 x 31 in., "Turn power off here" 3.00
form for drilling holes in sweeper head...; 3.00
arm rests, 22 in. long, 3J/2 in. wide. 12.50
sash, 9 x 30 in., oak •. - 1.25
window caps, 3 x 20 in., poplar finish 1.00
sash, 9 x 34 in., Fair 2.00
window steps, 39 in., new .45
lbs. sheet glue 3.50
lbs. brass car trimming, assorted 5.00
brass store latch, escutcheons 5.00
pair 12-in. strap hinges ' .20
1 x/% x 16 in. leather straps 6.00
Larimer door checks 4.00
leather sash lifts 2.00
lb. in. copper rivets .70
lb. y2 in. No. 9 copper rivets .20
y x 2 in. stove bolts .25
pairs 2 in. narrow brass butt hinges .60
gr. asstd. brass screws • 7.50
gr. ll/2 in. No. 10 round head blued screws .17 '
T<j x 1 in. flat head stove bolts .40
y x 1 y2 in. flat head bolts .25
i5e x ll/2 in. round head bolts .50
% x 2 in. flat head bolts .25
lb. y in. half round window rubber 6.00
ft. 1 y2 in. leather belt 2.20
motormen's stools 12.50
piece 4 in. x 12 in. x 10 ft. KD white pine 4.00
piece 2 in. x 12 in. x 10 ft. white pine 2.00
piece ll/2 in. x 12 in. x 8 ft. white pine ... 1.20
piece 1 in. x 9 in. x 4 ft. white pine .30
piece 1 in. x 12 in. x 8 ft. clear red oak .36
piece y in. x 3y2 in. x 14 ft. cherry - .63
lb. tripoli .25
lbs. crocus .30
lbs. No. 180 emery .20
drawbar, 40-in., with spring pocket 3.00
broom heads for McGuire sweeper 24.00
lbs. raw sienna, masury .66
lb. burnt sienna, masury - .22
lbs. drop black, masury .44
lbs. chrome yellow .42
lbs. coach paint .30
lbs. 9509 blue paint .96
lbs. English vermilion 2.25
lbs. pigment wood filler: .45
gal. H. M. japan .70
sack yellow eclipse surfacer, Willey 2.75
gal. elastic gloss, primrose, Willey 3.00
TOOLS, MATERIALS AND SUPPLIES. ' 341
Carpenter Shop—Continued.
Present
Value.
40 yds. 72-in. No. 8 canvas duck $ 32.31
10 yds. 30-in. No. 8 canvas duck 3.10
15 yds. 30-in. No. 10 canvas duck 4.95
1 gal. surface coat, Willey 2.75
54 gal sanding coat, Willey 1.38
1 gal. red priming, Willey 2.75
54 gal. red surface coat, Willey 1.37
54 gal. red sanding coat, Willey 1.38
54 gal. red surfacer, Willey 1.38
1/2 gal. elastic gloss 1.50
3 gal. dry rubbing varnish 7.50
54 gal. body varnish 1.38
2 gal. orange shellac, H. M 3.95
2 lbs. lamp black .20
2 qrs. sandpaper .25
3 gal. boiled linseed oil 1.50
3 gal. turpentine 1.95
30 lbs. white lead on oil 2.10
1 gal. roof paint 1.25
75 lbs. dry yellow ochre 1.31
100 lower deck carlines, 1 x 24-in., ash 15.00
30 upper deck carlines, 154 x 60-in. 10.50
12 yellow pine vestibule corner posts 15.00
6 yellow pine vestibule center posts 6.00
1 ash corner post 2.00
2 yellow pine headers 8.00
2 ash headers 10.00
1 ash side post, 154 x 554 in, S 4 S.. 1.50
1 piece 254 in. x 554 in. x 16 ft. yellow pine, S 4 S .90
1 piece 254 in. x 554 in. x 8 ft. yellow pine .45
1 piece 1 in. x 10 in. x 16 ft. poplar, S 4 S 1.10
1 piece 1 in. x 2% in. x 18 ft. yellow pine, S 4 S .17
150 ft. 154 in. x 4 in. yellow pine, S 4 S 2.85
300 ft. ^ in. x 2 in. poplar sheeting 4.00
1 piece 1 in. x 6 in. x 8 ft. rough pine .14
1 piece 1 in. x 12 in. x 16 ft. rough pine .54
100 ft. 54 in. x 2l/2 in. yellow pine sheeting .88
5,000 lineal feet window beading 10.50
50 ft. % x 2l/2-'m. poplar sheeting 1.00
400 ft. yellow pine top plates 12.00
1 piece 1 in. x 4 in. x 16 ft. clear poplar .43
25 ft. 2l/2 in. x 54 in. white oak moulding .75
5 ft. 154 in. x in; cherry moulding .25
200 ft. white oak moulding, 54 x 1-in 4.00
300 ft. white oak moulding, assorted 9.00
400 ft. 54 in. x 3 in. sash rests 20.00
1 piece 134 in. x 7 in. x 16 ft. white ash 1.68
50 ft. 154 in. x 154 in. yellow pine .15
1 piece 154 in. x 6 in. x 16 ft. yellow pine .34
20 pieces >54 in. x 3 in. x 16 ft. yellow pine 2.82
2 pieces 1 in. x 10 in. x 16 ft. poplar 2.40
2 pieces 54 in. x 10 in. x 14 ft. poplar 2.16
1 piece 154 in. x 6 in. x 12 ft. cherry 1.12
2 pieces 1 in. x 154 in. x 12 ft. yellow pine .15
50 ft. 54 in. x 2 in. yellow pine ceiling .35
1 piece % in. x 10 in. x 16 ft. red oak .81
1 piece 74 in. x 10 in. x 6 ft. red oak .30
1
1
1
1
1
7
1
7
6
1
1
1
1
3
1
1
2
1
5
2
1
1
1
1
1
1
2
14
1
1
1
1
1
10
10
5
20
2
00
50
12
2
1
00
50
00
00
o
o
40
2
25
1
1
4
o
4
9
VALUATION—SOUTH CHICAGO CITY RAILWAY.
Carpenter Shop.—Continued.
Present
Value.
piece 2 in. x 12 in. x 16 ft. yellow pine $ 1.22
piece 2 in. x 12 in. x 5 ft. yellow pine .38
piece 3 in. x 12 in. x 14 ft. white oak 2.52
piece Y in. x 4 in. x 6 ft. red oak .12
piece white ash vestibule corner post 2.00
pieces Y in. x 12 in. x 16 ft. clear red oak 6.72
piece % in. x 8 in. x 12 ft. cherry .- .. . 1.20
pieces Y in. x 14 in. x 12 ft. clear poplar 7.84
pieces Y in. x 12 in. x 14 ft. oak 5.04
piece 3 in. x 5 in. x 14 ft. white ash 1.40
piece 1 in. x 10 in. x 8 ft. poplar .56
piece Y in. x 12 in. x 16 ft. oak .96
piece % in. x 6 in. x 12 ft. poplar .48
pieces Ya in. x 10 in. x 14 ft. poplar 2.60
piece 3 in. x 18 in. x 6 ft. oak 1.60
piece Y in. x 12 in. x 14 ft. oak .84
pieces 2 in. x 2*4 in. x 16 ft. yellow pine .60
piece Yx in. x 5 in. x 9 ft. poplar letter board .32
pieces Y in. x 314 in. x 16 ft. yellow pine 1.06
pieces Y in. x 3 in. x 16 ft. poplar moulding .64
piece Yz in. x 9 in. x 10 ft. cherry .94
piece Y in. x 4 in. x 12 ft. cherry .60
piece Yz in. x 12 in. x 14 ft. oak .84
piece Y in. x 12 in. x 12 ft. poplar .96
piece 2 in. x 4 in. x 12 ft. yellow pine .30
piece 2 in. x 2Y in. x 6 ft. white ash .24'
pieces lY in. x 6 in. x 6 ft. yellow pine . . .- .46
pieces 14 in. x 2J4 in. x 8 ft. yellow pine 1.06
piece 4 in. x a]/2 in. x 10 ft. oak .99
piece 2 in. x 1^4 in. x 6 ft. maple .06
piece 2^2 in. x 6 in. x 3 ft. maple .24
piece Y in. x 12 in. x 14 ft. yellow pine .53
piece Y in. x 12 in. x 16 ft. poplar 1.28
pieces Y in. x 6 in. x 14 ft. cherry 8.75
pieces Y in. x 314 in. x 10 ft. cherry 3.75
pieces 14 in. x 18 in. x 9 ft. clear white oak 5.40
pieces Y in. x 314 in. x 16 ft. white pine 4.28
pieces Y in. x 214 in. x 16 ft. white pine .48
ft. 1^4 in. white oak moulding 2.00
ft. Ys in. x 2Y in. oak moulding 1.50
pieces Y in. x 3y2 in. x 14 ft. cherry 7.00
pieces Y in. x 6 in. x 10 ft cherry 1.25
piece 1 Ya in. x 6 in. x 5 ft. cherry .37
ft. 14 in. x 1 Ya in. cherry moulding 9.00
ft. Y in. x IYa in. cherry moulding 1.50
ft. x/2 oval yellow pine moulding, Y in 5.00
ft. 14 oval yellow pine moulding, Y in 5.00
pieces Y in. x 314 in. x 16 ft. yellow pine .60
ft. 114 in. x 6 in. yellow pine .95
rolls red rose building paper 1.20
upper deck carline sash * 8.75
8 in. 3-sheave block 1.50
8 in. 2-sheave block 1.00
pieces Y in. x 18 ft. C. R. steel rods, 75 lb 2.63
pieces Y in x 6 ft. C. R. steel rods, 12 lb .42
pieces Yz in. round iron, 18 ft. long, 50 lb 1.05
galv. sand hoppers, 5J4 in. x 16 in. x 14 in., Duner..... 11.25
TOOLS, MATERIALS AND SUPPLIES. 343
CARPENTER SHOP BASEMENT.
Present
Value.
1 switchbox, 24 in. x 24 in. x 48 in $ 3.00
1 galv. 17 in. x 18 in. x 14 in. Dewitt sander 1.00
20 galv. 13 in. x 17 in. x 12 in. Dewitt sanders ." 20.00
6 Dewitt sand boxes, No. 7 15.00
120 *4 in. x 18 in. strap bolts 36.00
3 cast iron corner brackets, 6 in. x 11 in .45
6 door roller guides, ig in. x 1*4 in. x 28 in 3.00
4 Ham. sand boxes 10.00
12 c. i. thresholds, 60 lb 1.80
18 sign brackets, dash signs 1.80
17 pieces 1% in. x 16 in. iron pipe 1.55
11 c. i. side sign brackets 1.10
53 c. i. curtain brackets .53
375 Sojberg sash springs 20.63
50 brass deck sash keepers 2.50
283 iron clamps for car gates 2.83
6 register backs for 1890 registers 12.00
3 11*4 in. rings for holding broom heads 1.50
8 14 in. gong shells 6.00
9 12 in. gong shells 5.40
4 9 in. gong shells 2.00
18 elect, heaters, 1893, Consolidated 63.00
11 elect, heaters, 1890 33.00
2 seat castings, H. & K., No. 99-0 2.00
1 No. 1 Simplex jack v 8.00
200 carseat springs 50.00
1 15 in. x 20 in. garbage cans 2.25
54 folding car gates 270.00
5 7 ft. trestles 8.75
12 1 *4 in- couplings, with hex. centers.. .36
5 1% in. return bonds, with 7 in. centers .70
1 piece corrugated skylight glass, 15*4 in. x 72 in .70
3 pieces 6 in. x 6 in. x 18 ft. pine 6.15
2 pieces 1 in. x 8 in. x 16 ft. pine .80
3 pieces 4% in. x 4% in. x 8 ft. oak needle beams 4.50
5 seat castings, H. & K., No. 80 P 18 3.75
4 seat castings, H. & K., No 80 P 12 3.00
12 H. &K. 30 in. Walkover car seats 180.00
10 32 in. pantasote car curtains 25.00
28 22 in. canvas curtains 28.00
34 folding car gates . 170.00
50 wood slat car gates for open M. cars 100.00
wire screens for 11 cars 332/342 inc 253.00
5 36 in. x 50 in. platform gates 10.00
4 Minneapolis type car gates, 1 set 19.90
25 folding car gates 125.00
1 8 ft. stepladder 1.00
1 door, 4 panels, 38 in. x 80 in 4.00
16 white ash vestibule corner posts 48.00
1 door, 2 panel 26 in. x 90 in., glass 18l/2 in. x 30 in 6.50
1 iron pulley, 20 in. dia., 5 in. face 2.65
20 ft. 1*4 in- pipe iron 1.35
16 ft. y2 in. iron conduit .64
12 1*4 in. x 2^4 in. white ash carlines 4.20
13 28 in. pantasote car curtains 32.50
100 lb. broom rattan 8.50
30 wooden horses, asst'd sizes 60.00
16
8
4
9
44
44
1
1
9
2
1
28
2
2
50
50
2
00
48
18
9
10
5
9
24
3
1
1
2
50
2
53
53
2
1
2
1
6
1
58
11
1
9
10
4
9
76
3
10
1
19
30
13
26
10
21
20
9
VALUATION—SOUTH CHICAGO CITY RAILWAY.
Carpenter Shop Basement—Continued.
30 in. rattan seat backs
Sterling life guards
wheel pocket covers, single truck
seat castings, H. & K. No. 99-0
30 in. H. & K. Walkover type car seats. .. .
elect, heaters, No. 1890 Consolidated
car fender, McGuire Cummings
Monarch track scraper
VanDorn & Dutton track scrapers
Pullman track scrapers
10 ft. trestle
23 in. x 27 in. cherry sash
1*4 in. x 15 in. x 84 in. folding doors
hose-pieces, car platform 2x18—7 ft
lb. tow
48 in. canvas curtains
sets brooms for sweeper (200 lb. rattan)..
lb. 30 in. rattan for sweepers
elect, heaters, No. 1890 Consolidated
30 in. H. & K. Walkover type car seats.. . .
Monarch track scrapers
Brill track scrapers
Pullman track scrapers
VanDorn & Dutton track scrapers
16 in. x 36 in. rattan car seats, new
pieces 6 in. x 6 in.—18 ft. pine
piece 6 in. x 6 in.—12 ft. pine
4-panel door, 36 in. x 70 in
galv. sand hoppers, Dunner sand box
seat castings, H. & K., No. 10 N
mahogany doors, 20 in. x 75 in
30 in. rattan car seats
30 in. rattan seat backs
32 in. Stanwood car steps
automatic slack adjuster
23 in. x 54 in. ash sash
22 in. x 76 in. white ash door
27 in. x 76 in. cherry doors....'.
12 in. x 80 in. folding doors, oak
16 in. x 80 in. folding vestibule doors, ash
16 in. x 80 in. single vestibule doors, ash..
23 in. x 59 in. sash, white ash
30 in. x 59 in. sash, white ash....,
16 in. x 60 in. sash, white ash
19 in. x 46 in. sash, white ash...
\l/2 in. channel iron carlines
32 in. pantasote curtains
18 in. pantasote curtains
7 ft. trestles
special Stanwood car step
brass brackets for reg;ster rods
brass handles for register rods
4 in. signal bells
brass grab handles
four-light clusters
22 in. x 33 in. sash, white oak, with glass.
13 in. x 43 in. sash, cherry, with glass
16 in. x 30 in. sash, white oak, with glass.
Present
Value.
$ 56.00
72.00
2.00
9.00
660.00
132.00
8.00
12.00
126.00
24.00
2.00
42.00
12.00
2.52
1.35
50.00
37.00
42.50
144.00
270.00
108.00
120.00
60.00
126.00
94.80
6.48
1.44
4.00
2.50
25.00
20.00
185.50
* 209.35
8.00
10.90
3.50
6.00
20.00
6.00
348.00
33.00
1.50
15.75
15.00
6.00
9.00
616.00
7.50
17.50
16.00
19.95
9.00
22.75
5.00
10.00
54.25
40.00
15.40
2
10
15
12
9
10
13
7
2
5
4
3
1
1
12
9
3
24
15
5
7
20
4
1
26
10
3
32
16
44
42
82
1
2
1
2
10
1
1
29
9
9
10
88
100
16
1
5
11
13
13
26
TOOLS, MATERIALS AND SUPPLIES. 345
Carpenter Shop Basement.—Continued.
Present
Value.
seat castings, H & K, No. 80, D 7 $ .70
seat castings, No. 80, G 16 7.50
seat castings, No. 80, M 9 X 11.25
seat castings, No. 80, D 7 4.20
pipe guards for Petdr Smith heater .90
galv. iron drum covers for heater 11.00
21 in. x 37 in. sash, white oak, with glass 22.75
19 in. x 37 in. sash, white oak, with glass 11.20
20 in. x 37 in. sash, white oak, with glass.... 3.20
16 in. x 27 in. sash, cherry, with glass 10.00
18 in. x 30 in. sash, white oak 6.40
33 in. x 38 in. sash, white oak, with glass 6.00
36 in. x 41 in. sash, mahogany, with glass 4.00
35 in. x 36 in. sash, cherry, with glass 3.00
21 in. x 21 in. sash, oak, with glass 18.00
24 in. x 42 in. sash, cherry, with glass 27.00
37 in. x 32 in. sash, oak, with glass 5.25
3 8 in. x 38 in. sash, cherry, with glass 54.00
23 in. x 36 in. sash, ash, with glass 33.75
17 in. x 35 in. sash, ash, with glass 8.75
16 in. x 40 in. sash, cherry, with glass 14.00
14 in. x 40 in. sash, cherry, with glass 40.00
18 in. x 40 in. sash, ash . 7.00
8 in. x 30 in. sash, ash 1.00
26 in. x 27 in. sash, cherry, with glass 52.00
21 in. x 34 in. sash, oak, with glass 20.00
3 7 in. x 23 in. sash, cherry 5.25
No. 3 morning lamp chimneys 1.60
Morning Star lamp chimneys .80
No. 102 A lamp chimneys 3.92
brass car door sheaves 52.50
MATERIAL IN REPAIR SHOP BASEMENT.
mall, iron fender castings, Wamsley's patent 13.77
set 5 grids, No. 56 Westinghouse 47.00
spring planks for Dorner truck 12.00
casting I & F No. 140 for sweepers 4.00
castings 2 W No. 119 for McGuire sweeper 4.40
ft. 4 in. wire wound hose for. pump 20.00
wheelbarrow 2.00
24 in. x 36 in. forge frame, 7*4 in. grate 10.00
castings No. 2590 for car gates, 20 lb 2.00
rubber gaskets for K 288 controller 1.15
cast controller bases, K 28B 1.80
cast controller supports, K 28B 2.00
cast controller No. 1676 for car gates 28, No. 1675, 40 lbs.. 4.00
*4 in. x 2^4 in. machine bolts 1.35
14 in. controller bolts .80
solid wood pulley, 15 in diameter, 2*4 in. bore ' 1.50
34 in. hose, 78 in. long, LP-3, 34 in. female nipple No. 14773
other end, for Westinghouse brake 23.75
34 in. hose, 22 in. long, union on one end and male nipple on
the other end 22.00
suction plates 9.75
gaskets for suction plates 6.50
bolts 14 in. x 334 in. suction plates 1.30
2
1
3
2
86
1
4
1
1
1
1
3
2
3
3
1
1
1
46
19
39
75
17
25
10
4
86
1
3
00
1
25
12
3
1
25
5
V*
2
o
iV
13
9
5
3
12
7
2
36
24
36
24
24
VALUATION—SOUTH CHICAGO CITY RAILWAY.
Repair Shop Basement—Continued.
Present
Value.
bootleg castings, SCD *4, 20 lb. each $ 1.00
brass hand-brake handle 3.50
pieces asbestos pipe covering, 36 in. long 5.28
brake clip castings, \y> lb. each .20
spring cotters, 14 in. x 2 in .25
truck casting A8, weight V/2 lb .05
mach. bolts, Ya in* x 3 in .40
outer and inner lining, Smith heater 4.00
Sterling Meaker trolley base and stand 10.00
lower J4 Westinghouse No. 3 gear case 4.00
lower y2 Westinghouse No. 12A gear case 4.00
split gears, 62 T., 5 in. face, 3)4 in. bore, No. 3 36.00
68 T., 31/± in. bore, 5 in. face, 12A 16.00
66 T., 4y> in. bore, 5 in. face, 101B -. 42.00
solid 64 T., 4J4 in. B, 5 in. face, No. 56 36.00
split 68 T., 4*4 in. B, 5 in. face 8.00
track shovel, Piqua .25
malleable iron casting, No. 180, No. 3 .17
lb. cold rolled steel, 1 in. round ]
lb. cold rolled steel, iy in. , „ „n
lb. cold rolled steel, ~/g in. '
lb. cold rolled steel, 1% in.
lb. cold rolled steel, H in. 1
lb. cold rolled steel, Y in. 1 4.10
lb. cold rolled steel, 14 in.
lb. cold rolled steel, ' *4 in. I
lb. cold rolled steel, *4 in. square [■ .99
lb. cold rolled steel, Y in. square J
anti-rail creepers, 4 in. and 5 in 15.05
keg 14 in. x 9 in. boat spikes 5.00
iron soil pipes, 6 in. x 5 ft. long, 15 ft 3.75
lb. scrap brass borings 60.00
brake rigging for McGuire sweeper, consists of 2 castings
No. 126, 2 castings No. 18, and 1 piece of 1% in. square
steel 7.50
Westinghouse No. 3 gear cases 125.00
Westinghouse No. 12A gear cases 72.00
pieces sewer tile, 16 in., 3 ft. long 1.50
16 in. x 48 in. air reservoirs for air brakes 16.80
wood flasks, foundry, with match boards 25.00
lb. plaster paris .10
pair large castings, Berg fender 1.05
pair small castings, Berg fender 1.10
pair slide bars. Berg fender 3.80
side bearings (Riverside iron), 30 lb .75
canopy switches, G. E. Co 65.00
brake fittings T 1092, for air brake -40
Ya in- air cocks with handle 3.75
114 in. x 27 in. piston brake rods 3.00
pairs brake clips and bolts for Taylor MCB truck 11.40
Ya in., 45 deg. bolts for air brake .21
Westinghouse coupling, with check No. 17458 1.50
Castings No. 3523 for car gates )
Castings No. 1678 for car gates j
Castings No. 1674 for car gates }■ 140 lb. 14.00
Castings No. 2278 for car gates |
Castings No. 1673 for car gates J
TOOLS, MATERIALS AND SUPPLIES.
847
Repair Shop Basement—Continued.
Present
Value.
4 canopy Westinghouse switches $ 20.00
3 K 12 controllers, 2 automotoneers 285.00
1 K 11 controllers 60.00
2 K 10 controllers 110.00
1 piece soil pipe, 16 in. diameter, 10 ft. long 2.50
4 gal. eucherlyptum 7.00
1 sprocket wheel for McGuire sweeper 4.50
47 12A brush holders 47.00
6 No. 3 brush holders 6.00
8 No. 56 brush holders 8.00
1 brush holder yoke for GE 80 1.80
3 Lorain No. 34 brush holders 3.00
3 G. E. 80 brush holders.... 8.79
75 oil cups for 12A motor 22.50
1 trolley base, U. S. standard 18.50
3 G. E. 80 motor covers 3.75
1 20 in. cast iron kettle, with stand 2.00
1 24 in. cast iron kettle, with stand 2.50
10 lb. No. 5 brass spring wire 1.75
5 hand brakes, Sterling Meaker 62.50
16 brake rods for McGuire, !E>x5 ft. 3 in 12.64
3 hand brake handles, St. Louis 7.50
5 1l/& in. turnbuckles 3.00
1 l]/2 in. turnbuckle .75
1 casting for bumper type 332 car 2.00
2 brake staffs, ratchet handle, trail car 7.00
1 brake staffs, with Lyon ratchet handle 5.00
47 eye bolts for motors, zy2 in. thread 11.75
9 castings No. 46, 5 lb. each .90
23 c. i. shims for brakes, y2 lb. each 1.15
15 brake shoe keys, 9 in. long 1.50
3 Peacock hand brakes 45.00
4 trolley forks for U. S. Trolley base 12.80
5 coil springs, 13^2 in. x \y2 in. x fk in., and eye 2.50
2 coil springs, 12 in. x -12 in. x i5g in 1.00
17 pieces asbestos pipe covering, 36 in. long 8.16
150 ft. 1/0 cable for car wiring . .. 28.50
3 gears 68 T 4y2 in. B, No. 12A 24.00
11 castings, No. 94, McGuire truck \ 10.45
12 ft. steam hose, 1 *4 in> 5 ply 9.00
4 c. i. bearings, 2 in. shaft, 15 lb. each 1.20
4 castings, No. 194, McGuire truck 3.80
5 castings, No. 1135, Peckham truck .70
7 castings, No. 195, McGuire truck 3.85
3 castings, MT 9, McGuire truck 1.65
13 brake release springs, McGuire truck 3.90
9 Westinghouse 12A grease box covers... 1.08
9 castings, No. 7B, 4 lb. each 2.25
9 castings, No. AB, 2 lb. each 1.35
9 draw bar spring pockets SCD 5.40
10 brake heads, McGuire truck, B 18^2 10.00
24 castings, No. 179 5.52
5 springs, 5 in. x 3 in. x % in 1-25
19 springs, 2^ in. x 2$4 in. x y2 in 2.85
9 castings, end of drawbar...- 2.70
4 brake heads for Curtis truck No. 339 4.00
4 brake heads No. 340 4.60
348 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Repair Shop Basement—Continued.
Present
Value.
20 lb. copper strip, 2 in. x in. thick $ 4.40
12 field coil clamps for Westinghouse No. 3 30.00
1 set girds for Westinghouse No. 56 equipments....' 47.00
1 set grids for No. 12A equipments 32.25
2 foot gongs 4.00
4 journal box covers, No. 600 1.40
8 journal boxes, Peckham 24.00
8 journal boxes, single truck 16.00
2 journal boxes, McGuire truck 4.00
65 coil springs, 44> in. x 134 in. x *4 in 6 50
4 side bearings, 50 lb 1.25
35 brake staffs for single truck cars 52.50
50 lb. malleable iron cotter nuts, 34 hi 3.00
2 automatic slack adjuster, A. C. & F. Co 21.80
1 blacksmith vise, with 6 in. jaw 10.00
3 sheets, galvanized iron, No. 22 gauge, 26 in. x 96 in 3.30
3 sheets, sheet iron, No. 14 gauge, 24 in. x 96 in 3.75
1 sheet iron, 30 in. x 34 in .50
1 *4 ton Harrington chain block 5.00
1 1 ton Yale & Towne chain block 7.50
3 trolley stands and bases, USS 55.50
20 lb. copper strip,,is in. x 2 in 5.20
1 casting No. 69 1.50
10 coil springs, 5^4 in. x 2*4 in. x >2 in 2.00
2 coil springs, 8*4 in. x 4 in. x 34 in 1-^0
2 coil springs, ll/2 in. x 234 in. x )4 in -50
1 coil spring, 9 in. x 3*4 in. x *4 in .25
2 coil springs, 6 in. x 3l/2 in. x 34 in -50
3 coil springs, 6 in. x 6 in. x 1 in 1.20
1 coil spring, 8*4 in. x 3l/2 in. x *4 in .25
1 coil spring, 7 in. x 3 in. x *4 in .25
8 coil springs, 8^4 in. x 4 in. x 34 in 4.00
8 coil springs, 6^2 in. x Al/2 in. x 34 in 4.00
1 coil spring, 5*4 in. x 4*4 in. x 34 in -25
1 coil spring, 5 in. x 2*4 in: x ■ x/2 in .25
1 coil spring, 6 in. x 4 in. x 34 in -50
10 ft. single leather belting, 2 in 1.50
1 split gear 62T, 334 in. bore, 5 in. face.... 12.00
3 split gear, 68T, Al/2 in bore, 5 in. face 36.00
50 ft. No. 0 Triumph chain 1.15
100 lb. straight link chain, fk in 4.65
150 lb. straight link chain, 54 in 5.55
450 lb. brake chain, assorted sizes 22.50
12 ft. pipe, iy in. .81
1 twisted trolley pole, 13 ft 2.25
1 Shelby trollev pole, 13 ft. 2.25
1 6 in. snatch block 2.00
2 castings, No. 14 B 7 2.70
1 draw bar head No. 498 .75
2 Perry roller side bearings...., 6.00
8 spring pockets, 2 lb. each 1.20
8 brake hangers, Taylor truck 2.00
18 brake hangers, Peckham truck 4.50
4 No. 240 cup washers, 3*4 in .40
2 cup washers, 3*4 in .20
2 cup washers, 4*4 in .30
TOOLS, MATERIALS AND SUPPLIES. 349
Repair Shop Basement—Continued.
Present
Value.
3 iron pipe frames for Berg fenders $ 3.00
20 cup washers, No. 241 3.00
12 brake rods for single tr'uck car 6.00
10 lb. 3/8 in. brass spring wire 1.75
5 ft. angle iron, 4 in. x 4 in. x Y in., 43 lb .90
50 ft. angle iron, 4 in. x 3 in. x 14 in., 550 lb 11.55
40 ft. angle iron, 2 in. x 2 in. x hi., 188 lb 4.32
7 bolts, 114 in. x 48 in 1.75
1 jim crow rail bender • 10.00
1 split gear, 62 T., 3^4 in. B, 5 in. F., Westinghouse No. 3 12.00
2 split gears, 68 T.,Al4 in. B, 5 in. F., Westinghouse 12A 24.00
100 galv. iron curtain rods Y in., pipe 24 in 5.00
5 field coil frames, Westinghouse 12A 6.25
3 gear cases, Westinghouse 12A 30.00
3 No. 2 D handle shovels.. 1.50
2 Morden track jacks 30.00
1 12A gear case .: 10.00
15 ft. steam hose, 114 in., 4 ply ' 9.00
1 Westinghouse 12A gear case 10.00
2 Westinghouse No. 3 brush holders 9.00
2 sash weights, 5 lb. each .20
2 pinions, 18T, No. 56 5.00
1 axle bearing, 414 in., 12A 5.00
2 axle collars, 12A.. 1.00
6 crossarms, 3 ft., 2 pin .90
38 elect, heaters, Consolidated No. 1891 114.00
20 ft. steam hose, 114 in., 4 ply 12.00
19 heaters, Consolidated 66.50
65 heaters, large panel 455.00
4 split gears, 68T, 4^2 in. B, 5 in. F, Westinghouse 48.00
1 oil headlight, A, & W 5.00
200 ft. iron pipe, 114 in * 13.50
2 field coil frames for Westinghouse 12A 2.50
2 gal. muriatic acid .50
1 iron kettle, 22 in 1.50
1 G. E. 80 gear case 15.00
1 axle bearing Al/2 in. Westinghouse 12A 5.00
5 eight cell vent cell type 41.30
500 lb. metals for resistance columns 70.00
4 axles, 414 in. for Peckham truck 48.00
3 axles, 414 in. for McGuire truck 33.00
3 axles, 3^4 in. for McGuire maximum traction truck 21.00
1 axle, 414 in 11.00
100 lb. Ryan's babbitt - 35.00
50 1^4 in. R. & L. casting heaters 3.75
37 bends, 114 in., for separate heaters 4.07
100 couplings, 114 in., for heaters 10.00
2 G. E. lightning arresters 10.00
2 rheostats for U. S. headlight ... 9.00
2 cup washers, No. 3614 .30
15 castings, SCD 1651 1.50
56 castings, SCD 1652 5.60
4 brake wheels, C. C. Ry. Co 8.00
2 turnbuckles, 114 in. stubs 1.20
1 hand suction pump, 9 in 12.00
1 ins. hose, 1 in and Y in., 5692 .75
1 form J pump governor 40.00
1 Otto Best strainer 1.75
3
1
10
4
1
00
1
1
2
4
1
3
5
1
30
12
12
25
16
1
1
6
1
1
6
2
3
1
2
6
3
3
2
4
2
25
1
6
1
1
00
00
1
5
1
1
25
7
6
1
1
1
1
1
1
14
3
2
10
VALUATION—SOUTH CHICAGO CITY RAILWAY.
Repair Shop Basement—Continued.
Present
Value.
grids, 12A $ .60
Noark fuse block type .28
canopy switch circuit breakers ; 50.00
canopy switch circuit breakers 20.00
brush holder, G. E. 80 2.95
lb. galv. iron fittings 10.00
bond compressor 21.00
24 in. x 12 in. x 6 ft. plate, bridge approach 3.60
12A field coils 36.50
resistance columns, 10 cell Westinghouse 33.00
gear, 12A, 68T, 4f4 in. B, 5 in. face 12.00
magnet spools for K controller 45.00
3 point switches, Consolidated car heater 12.50
Lorain 34 pinion, 25T 3.50
3 slot brick for diverters, G. E 6.00
brush holders, Westinghouse 56 96.00
brush holder springs, Westinghouse 12A 3.48
carbon brushes, y2 in. x 2*4 in. x 2^4 in -63
connectors, G. E. No. 11375 3.20
gauge for Smith heater 2.50
4 light cluster 2.00
lamps, 120-v .93
snap switch No. 18 .90
insulating arm, Westinghouse No. 3 .28
arc reflectors, Westinghouse No. 56 1.44
arc reflectors, Westinghouse No. 12A .16
brush holder insulators 1.98
trolley pick up 1.15
wood ins. blocks, Lorain No. 64 controller.. .v 2.00
ornamental clusters, Shelbyville .... 30.00
axles, 4*4 in 33.00
axles, 324 in * 30.00
cast iron shells for G. E. 80 motor 4.00
axle bearings, 12A motor 20.00
pair arm-bearings for G. E. 80 motor 17.20
lb. soft copper wire 4.50
scoop shovel .50
canopy switch circuit breakers 30.00
D. P. 25 amp. switch .75
D. P. 15 amp. switch .75
insulating fibre washers, Westinghouse No. 3 brush holder. .. 1.80
fish paper washers, 12A brush holder 1.08
25 amp. fuse block .40
lb. No. 15 soft copper wire 1.25
10 amp. S. P. switch .35
iron pulley, 12 in. diam., 6 in. face 2.00
axle bearings for 12A, 4*4 in. iron 125.00
axle bearings, No. 5 Westinghouse, 324 in. iron 35.00
arm-bearings, Westinghouse No. 56 2.10
5 amp fuse .17
air gauge, 3^4 in 1.50
snap switch, 10 amp .88
suction strainer 1.75
pair 1 in. hose and couplings, with 24 in. fittings.
flexible hose. 22 in. long 2.00
K 10 controllers 770.00
K 11 controllers 180.00
K 2 controllers 100.00
K controllers 250.00
TOOLS, MATERIALS AND SUPPLIES. 351
Repair Shop Basement—Continued.
Present
Value.
2 armature bearing castings, Lorain No. 34 $ .70
18 axle collars • 1.80
2 axle collars, gear : .20*
1 Lorain brass axle bearing, 4^2 in 5.00
25 castings for Peckham truck, No. 205 17.00
10 lb. No. 22 spring sheet brass 2.30
1 piece No. 22 galv. iron, 36 in. x 48 in .50
13 sprinkler valve seats, C. I., 8 lb 2.60
10 Westinghouse armature bearing castings 2.00
' 2 trolley base and stands, U. S 30.00
14 motor cam bolts, G. E. 80 2.80
1 split gear, 62T, 3% in. bore, 5 in. face 12.00
2 Westinghouse armature brackets 9.00
1 101 brush holder 5.00
1 pinion, Westinghouse No. 3, 18 tooth 2.00
1 armature bearing gear end, G. E. 80 7.00
1 armature bearing commutator end, G. E. 80 6.00
2 pinions, 14 teeth, 12A 4.00
1 pinion, 18 teeth, No. 3 2.50
3 pinions, 18 teeth, No. 56 3.75
7 armature bearings, 12A iron shell 1.75
2 armature pinion ends, G. E. 80 12.00
6 armature pinion ends, G. E. No. 3 1.20
1 No. 14B 7 casting 1.35
1 nose suspension link, Westinghouse No. 56 2.40
3 KlO reverse cylinders 7.50
1 12A brush holder 2.00
1 side bearing .50
1 armature bearing, 12A iron shell babbitt 3.50
2 armature bearings, Lorain 34 shell babbitt . 7.00
2 armature bearing pinion ends, G. E. 80, brass 12.00
1 armature bearing gear end, G. E. 80 7.00
200 lb. hex. nuts 11.00
225 sq. nuts 10.13
2 slide valves for Wheelock engine 50.00
7 ll/2 in. turnbuckles, Peckham truck 32.90
12 armature bearings, Westinghouse No. 56 iron shell 54.00
18 armature bearings, Westinghouse No. 3 iron shell 45.00
8 axle bearings, iron shell 40.00
1 axle bearing, No. 56 6.00
8 axle bearings, No. 3 36.00
7 armature bearings, No. 12A .. 24.50
40 lb. round brass rod, 1% in
26 lb. round brass rod, ll/2 in
26 lb. round brass rod, 1% in.....
19 lb. round brass rod, 1 in f- 38.28
20 lb. round brass rod, $/% in j
4 lb. round brass rod, y2 in |
28 lb. round brass rod, 1$4 in |
5 lb. round brass rod, in J
4 Lorain No. 64 controllers 100.00
4 brake staffs, Lyon ratchet handles 20.00
1 brake staff, St. Louis 5.00
2 electric heaters, Ry. Equip. Co 20.00
2 G. E. automatic circuit break form ML 80.00
5 Automotoneers 50.00
5 trolley bayonets 5.00
2 trolleys, stevers 2.00
352 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Repair Shop Basement—Continued.
1
L
1
1
1
1
1
1
1
1
1
1
1
1
i6 in.
n.. ..
n.. ..
n.. ..
x is in,
4 side bearings
4 ft. seamless brass tubing,
7 lb. cold rolled steel, ^
6 lb. cold rolled steel,
12 lb. cold rolled steel, ^4
30 lb. pig tin
300 lb. babbitt
18 brass brake ratchets, Lyon ratchet
200 contact springs for Kalamazoo harp
3 trolley harps, with 6 in. wheel
4 pulleys and sheaves for bridge
30 / in. x 10 in. strap bolts ,
4 brush holders for Lorain 34 motor
1 brush holder for G. E. 80
100 fibre washers for 12A brush holders
6 axle bearings Westinghouse 12A
1 pair armature bearings for G. E. 80
2 pair armature bearings for No. 3
4 pair armature bearings for No. 5G
1 pair armature bearings for Lorain 34 ....
1 pair armature bearings for G. E. 80
12 armature bearings, 12A iron
11 armature bearings, No. 3
1 pair bearings, G. E. 80, brass
3 gear cases, 12A
2 gear cases, Lorain 34
10 13 ft. trolley poles
2 draw bars, heads, spring pocket complete
5 draw bars, heads and bars
2 Berg fenders
3 A 26-3 brake shoes
3 A 26 brake shoes
2 Johnson car replacers
4 12A commutator covers
1 10 cell. Westinghouse resistance column..
82 control fingers, K 10, 11, 12 controllers...
49 reverse fingers, K 10, 11, 12
1,172 contact segments, K 10, 11, 12
4 trolley harps
2 suspension bars, G. E. 80 motor
CAR ORNAMENTS FOR TROLLEY PARTIES.
W. G. O. P., with 40 sockets
M. W. of A., with 45 sockets
Cross, with 22 sockets
K. O. T. M., with 55 sockets
F. D. G. G., with 40 sockets '
No. 292 Parkside
The Colonial Hotel
No. 789, with 15 sockets
24 in. Star, with 15 sockets
30 in. Angle, with 30 sockets
L. A. B., with 25 sockets
C. E., with 25 sockets
R. T. N. 14, with 40 sockets
No. 242, with 35 sockets
R. L., with 30 sockets
Present
Value.
.$ .30
.25
.88
9.60
120.00
63.00
15.00
6.75
30.00
4.50
4.00
2.93
1.08
18.00
8.50
3.00
25.00
3.00
8.50
42.00
27.50
17.20
30.00
20.00
15.00
7.00
10.00
20.00
.99
1.14
10.00
4.00
8.25
9.84
5.88
117.20
2.00
9.00
12.80
13.90
7.90
16.10
12.80
11.00
16.00
7.30
5.30
8.60
8.50
7.50
12.80
10.70
8.60
TOOLS, MATERIALS AND SUPPLIES. 853
Car Ornaments for Trolley Parties—Continued.
Present
Value.
1 R. G. A., with 30 sockets $ 9.60
1 T. B. H., with 30 sockets 9.60
1 K. of P 3.00
1 No. 292 3.00
1 No. 52 2.20
1 No. 19, with 20 sockets . 6.40
1 G. T., with 20 sockets 6.40
1 3836, with 40 sockets 12.80
1 D. R 2.00
1 S. T. I., with 25 sockets 8.50
1 I. O. S., with 25 sockets 8.50
1 No. 197, with 25 sockets 8.50
1 D. of R., 3 links, with 65 sockets 19.30
I No. 263, with 30 sockets 9.60
1 S. T. I., with 30 sockets 9.60
CHELTENHAM BARN.
2L fire buckets, 12 qt 3.15
6 barrels 6.00
1 garbage can 1.50
1 stove 7.50
2 small wagon wheels 5.00
1 Babcock fire extinguisher 27.00
1 shovel .50
1 pick .60
L sand box, 4 ft. x 4 ft. x 4 ft 10.00
17 resistance frames 61.20
12 car steps 38.40
1 double truck side yoke 18.00
3 jacks 28.80
1 stove base 5.00
1 14 in. sprocket 1.35
1. barn door hanger 1.00
1 screw jack 1.75
1 ll/2 in. square'bar iron, 3 ft. long .46
3 stand pipes, 2 ft. high 3.00
2 snow scrapers, ratchet handles 1.00
1 hot water reservoir 3.00
1 c. i. stove base 5.00
30 ft. brake chain 1.10
2 5 in. axles 20.80
4 elliptic springs 15.00
11. brake beams 85.25
24 ^ in. x 6 in. x 24 ft. steel plates 117.50
40 1 in.,channels, \l/2 ft. long 4.05
2 air compressor frames 25.50
2 motor bearings 10.00
1 4^2 in. channel, 10 ft long 1.75
8 car body sill plates, 5pz in. x y2 in. x 14 ft 2.62
2 side platform folding gates , 10.00
5 pedestals 90.00
7 solid 33 in. car wheels 55.00
4 22 in. car wheels 16.66
158 33 in. car wheels.... 1,195.27
1 pair light 30 in. wheels mounted on axle 14.87
233 lb. iron fender castings 133.98
351 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Cheltenham Barn.—Continued.
Present
. Value.
8 body bolsters .* $ 72.00
1 piece ll/2 in. square bar iron, 10 ft. long 1.06
IN YARD.
J/2 Westinghouse No. 101B upper field casting 44.00
4J/2 Westinghouse No. 12A upper field casting 272.66
35 17 T pinions 1 61.28
17 29 T pinions 53.55
40 15 T pinions 58.80
15 14 T pinions 21.00
37 18 T pinions 64.75
5 resistance ventilated cell type 30.97
6 gear pans, Westinghouse No. 3 59.08
10 gear pans, No. 56 140.00
5J/2 gear pans, Lorain No. 34 75.00
4 gear pans, Westinghouse No. 12A 43.52
300 fish plates, 30 in 89.80
30 car fenders 168.00
4 4 in. axles 35.20
3 4 in. valves 27.00
4 journal boxes, No. 600 19.20
5 draw bars 17.50
2 arm shafts, No. 12A 12.00
15 5 in. x in. x 8 in. strap iron for trucks 18.85
22 trolley bases and springs 297.00
2 7 in. ells 3.00
75 boiler tubes, 3 in. x 12 ft., 900 ft 126.00
10 motor suspension bars, 5 in. x 1 in. x 5l/2 ft 18.70
2 4 in. gate valves 24.00
2 sides pressed steel yoke 75.00
10 truss rods, 1 ft. x 8 ft 6.65
1 angle iron, 4 in. x 2 in. x 10 ft 1.80
1 angle iron, 3 in. x 3 in. x 10 ft v 2.35
12 strap irons, 3 in. x J4 in. x 5 ft. long 6.10
6 angle irons, 3 in. x 3 in. x 5 ft ; 7.20
8 truss rods, 1 in. x 8 ft '. 3.42
2 sheet iron pipe, 8 in. x 12 ft 15.00
3 10 in. pipe, %l/2 ft 10.55
14 draw bar supports, in. x 4 in. x 7 ft. 16.60
30 car body spring, 34 elliptic 112.50
12 strap irons, 2J/2 in. x J/2 in. x 3J/2 ft. to 5 ft 4.10
2 iron pipe, 2J4 in. x 16 ft. long 5.35
4 iron pipe, 1J4 in. x 10 ft : 2.60
100 J/2 in. rods 6.00
STATIONERY ROOM.
200 No. 2 coin envelopes .15
1 patent brush for cleaning typewriter .75
1 Challenge No. 1 eyelet press 2.95
2 5 line rubber stamps 2.00
3 3 line rubber stamps 1.50
1 1 line rubber stamp .15
1 4 line rubber stamp .75
2 self inking 2 line stamps .50
500 No. 5 manila shipping tags 1.00
4 rolls adding machine paper .40
TOOLS, MATERIALS AND SUPPLIES. 355
Stationery Room—Continued.
Present
Value.
8 tin bread boxes 8.00
1 Edison mimeograph No. 2, AB Dick 16.00
70 labor and material file boxes 7.00
5 M. 5 in. x 8 in. filing cards, Claim Dept 30.00
5 M. 4 in. x 6 in. filing cards, Auditing 21.00
1 M. 3 in. x 5 in. filing cards, Auditing 3.25
400 6 in. x 8 in. filing cards, card record 5.60
1 M. 6 in. x 8 in. filing cards, motor records 10.00
400 6 in. x 8 in. track records.". .' 4.80
501 bd. ft. 1 in. common pine shelving and work { 62.40
218 bd. ft. 1% in. clear white pine and work j
1 12 ft. oak ladder 1.50
850 M. transfers 127.5(>
1 post cabinet, 12 in. x 33 in. x 59 in., 60 holes 10.00
1 loose leaf binder, car reports 2.50
1 loose leaf binder, wheel record 3.50
8 No. 3247 fillers, Dearborn Man. order book 1.35
1 No. 3241 filler, Dearborn Man. order book .10
9 No. 3245 fillers, Dearborn Man. order book 1.00
6 boxes No. 2 pinch fasteners 1.02
24 No. 240 memorandum books .12
1 Eureka duplicator 4.00
1 No. 1 perfect perforator ■ .75
8 bottles sewing machine oil .40
1 Excelsior stamp pad .10
100 No. 2 McGill fasteners .10
6 Acme receipt books .75
IN PIT.
2 empty carboys 5.00
ARMATURE ROOM.
15 lb. scrap mica 7.50
1 Westinghouse 12A armature ". 23.00
5 field coils 91.25
7 blowout magnet coils for El2 control 122.50
3 ventilated cell diverters 60.00
5 gal. gasoline •• .90
10 lb. brass castings 2.00
2 field coils, Westinghouse No. 56 49.50
10 lb. wire solder 2.43
40 lb. No. 36 in. red rope paper, 5 mils 3.60
80 lb. 36 in. red rope paper, 10 mils 7.20
50 yd. cotton duck 14.40
60 lb. 36 in. asbestos 2.10
90 mica washers, l/g in. x 3 in. x lJ/g in 18.00
1 commutator, Lorain No. 34 34.65
1 blow-out magnet, ribbon wound 17.50
1 blow-out magnet core .20
11 4^2 in. x 10 in. x 9^4 in.—]/g in. white fibre .83
12 ft; 1 in. braided rawhide belt, endless 3.64
7 field coils, Westinghouse air compressor 56.00
4 brass commutator rings, Westinghouse 12A 2.40
1 gal. black plastic varnish 1.50
1 qt. shellac .45
100 lb. fk in. iron resistance cell diverter 14.00
2 sets Westinghouse 12A armature coils 41.00
1 set Lorain No. 34 12A armature coils 25.90
25 ft. No. 4 stranded rubber covered wire 1.97
10
3
1
1
1
2
1
1
1
1
15
10
1
10
35
5
8
12
16
25
7
08
40
50
10
40
80
2
20
80
20
20
22
1
2
2
4
1
4
2
1
4
25
14
2
1
1
1
2
1
1
2
11
10
8
«v
5
30
VALUATION—SOUTH CHICAGO CITY RAILWAY.
ENGINE ROOM.
Present
Value.
lb. granulated ammonia $ .95
y in. extra heavy 45 deg. ells .15
14 in. extra heavy 45 deg. tee .06
y in. extra heavy tee .04
y, in. malleable ell .03
y in. unions .14
114 in- union .16
ll/i in. plug .02
iy in. galv. street ell .38
y in. galv. ell .07
ft. 6 in. pipe 14.40
ft. 2J4 in. extra heavy pipe 4.62
3 in. x 8 in. nipple .68
3 in. extra heavy pipe 6.00
ft. 114 in- extra heavy pipe 6.00
ft. 1 in. galv. iron pipe .35
ft. 2/4 in. galv. iron pipe .37
ft. 14 in. galv. iron pipe .50
ft. 14 in. galv. iron pipe .50
ft. ash conveyor chain 16.25
ft. 7 in. pipe 8.40
ft. 114 in- extra heavy pipe -.. 8.50
ft. 114 in. pipe 11.80
ft. 114 in. extra heavy pipe 10.25
ft. 4 in. extra heavy pipe 8.55
ft. 214 in. pipe 45.80
ft. 14 in. pipe 2.20
c. i. radiators 40.00
ft. 6 in. pipe 19.20
ft. 5 in. pipe 59.00
ft. 4 in. extra heavy pipe 17.10
ft. 114 in. extra heavy pipe 4.70
ft. 114 in pipe 3.40
16 in. x 7 ft. settling tank 15.00
10 in. Chapman gate valves 97.20
6 in. Chapman gate valves 32.40
4 in. iron globe valves 41.60
nipple, 114 in. x 214 in., extra heavy .05
nipple, 1 in. x 4 in., extra heavy .20
close nipples, ll/4 in., extra heavy .10
extra heavy cast T, 114 in .15
gal. belt dressing 14.00
lb. putty .40
gal. Reliance belt dressing 1.25
lb. 14 in. Elmonte packing 1.75
10 lb. vacuum gauge, Crosby 2.75
8 in. Jenkins disk .96
4 in. Jenkins disk .47
5 in. Jenkins disk .60
20 in. vacuum gauge, Crosby 6.75
30 in. vacuum gauge, Crosby .13
3 in. Jenkins disks .27
lb. square packing, 14 in. flax, Atlas . 3.50
lb. square packing 1 3.00
lb. square packing, % jn 4.00
lb. square packing, in. high pressure 1.00
lb. Daniel's packing 4.25
lb. Js in. square rubber packing 10.50
TOOLS, MATERIALS AND SUPPLIES. 357
Engine Room.—Continued.
Present
Value.
1 8 in. coupling $ 1.30
2 3 in. swing check valves, brass body 13.20
1 8 in. flanged ell 5.10
2 8 in. 45 degree ells ' 10.20
1 5 in. flange ell 2.50
1 5 in. iron globe valve 16.00
1 8 in. flange tee 7.50
] 4 in. extra heavy tee 1.75
1 8 in. flange gate valve 19.25
100 lb. cold water factory white paint 3.50
8 pieces oak, 2J4 in. x 12 in. x 12 ft 17.30
1 piece oak, 4 in. x 12 in. x 12 ft 2.90
2 pieces oak, 4 in. x 8 in. x 12 ft 3.85
3 pieces oak, 2 in. x 12 in. x 12 ft 4.35
1 piece pine, 8 in. x 8 in. x 12 ft 2.55
4 pieces oak, 4 in. x 4 in. x 16 ft 5.10
1 piece pine, 334 in. x 5 in. x 16 ft .95
1 piece pine, 434 in. x 5 in. x 16 ft 1.92
150 ft. 2l/2 in. fire hose 42.00
6 close nipples, 534 in., extra heavy 4.00
5 close nipples, 5 in. x 6 in., extra heavy 4.50
4 nipples, 4 in. x 6 in 1.60
6 close nipples, 4 in., extra heavy 2.40
5 close nipples, 2J4 in. x 5 in., extra heavy 1.50
14 close nipples, 2 in., extra heavy 1.20
2 close nipples, 2l/2 in., extra heavy .31
1 nipple, 2 in. x 3 in., extra heavy .10
5 nipple, 134 in. x 3 in., extra heavy .35
25 lb. mercury 17.75
1 22 in. x 38 in. iron pulley 47.00
140 ft. 10 in. 3-ply leather belting 218.40
100 ft. 26 in. 3-ply leather belting 330.00
20 ft. 17 in. double leather belting ■ 49.00
1 134 in. brass hose nozzle 1.25
3 3 in. x 634 in. x 34 in. valve spring .45
3 34 in. Jenkins disk .09
2 lb. Y% in. M. C. coil packing 1.10
2 lb. x/2 in. M. C. coil packing 1.10
2 bbl. fire clay 4.80
4 bbl. Atlas cement 8.00
16 brass plates, Bullock brush holders, AC .80
1 90 ampere fuse block .75
45 3 in. x 234 in. x 34 in. carbon brushes . . . . . 1.62
85 3 in. x 234 in. x 34 in. carbon with pig tail . .. 21.25
26 3 in. x 234 in. x 34 in. carbon with pig tail 8.84
30 brushes for Bullock generator 3.75
40 Crown woven wire brushes 40.00
15 Bullock brush holders 42.75
10 Bullock brush holders 28.50
3 brush holders for booster 6.00
1 spring for ITE circuit breaker 1.50
30 carbons for booster 1.50
1 brass brush holder .75
7 4/0 copper terminals .70
1 brush holder yoke 4.50
25 carbons, pig tail for booster 6.25
1 opal inner globe .20
1 green reflector glass .40
1 fan motor, desk 7.50
2
0
.0
1
1
2
9
6
12
1
1
1
2
3
1
1
3
1
1
1
3
9
4
2
2
)0
VALUATION—SOUTH CHICAGO CITY RAILWAY.
Engine Room.—Continued.
Present
Value.
lb. 1 hi in. rainbow $ 22.00
brass oil cups, 15 lb. each 7.00
lb. Viscolene 7.50
ft. 1 in. 4-ply hose 8.75
22 in. copper gasket .50
11 in. copper gasket .27
10*4 in. copper gasket ;54
6f4 in. copper gasket.... 1.08
4-34 in. copper gasket .60
24 in. rainbow gaskets .35
2 in. brass check valve—Crane Co 2.35
1J4 in. brass check valve 1.50
2*4 in. brass swing check valve, Jenkins 5.25
doz. 24 in. x I® in- water gauge glasses 1.40
24 in. x 22 in. water gauge glasses .25
1 in. garden hose nozzle, brass .50
4 in. Jenkins disk .47
2y2 in. Jenkins disk .62
3 in. Jenkins disk .27
2 in. Jenkins disk .14
1*4 in. Jenkins disk .08
1 in. Jenkins disk .15
24 in. Jenkins disk .36
24 in. Jenkins disk .16
ENGINE ROOM BASEMENT.
lifting bars 7.50
2*4 in. extra heavy flanged ell 2.40
2j4 in. extra heavy flanged ell .40
2*4 in. long sweep ell .. . .. .41
6 in. x 11 in. flange .60
6 in. x 5 in. bushing .37
5 in. x 12 in. nipple .92
3 in. flanged ell 1.80
Jenkins lubricator 4.50
1*4 in. railing ells, side outlet 1.90
Detroit lubricator, J4 in. fitting 3.25
1*4 in. extra heavy tee .30
1*4 in. angle valve, brass 3.14
1^4 in. cast ell .06
45 degree malleable ell .13
2 in. Jankins globe valve, brass 5.00
1*4 in. cast cross ... .16
2f4 in. couplings .24
2 in. extra heavy tee .36
2*4 in cast tee .23
1*4 in. malleable tee .11
1*4 in. ells .15
1% in. tee .07
1 in. extra heavy cross .22
2*4 in. brass Crane gate valve 4.00
2^4 in. iron body Jenkins globe valve 2.30
1*4 in. Jenkins globe valve, brass 2.28
1 in. angle valve, brass 1.60
2 in. flanged unions .60
1*4 in. flanged union.. .20
lb. iron junk 3.00
doors, Sterling boiler, No 20-21, complete 5.00
2*4 in. x 2j4 in. x *4 in. tee .26
TOOLS, MATERIALS AND SUPPLIES. 359
Engine Room Basement—Continued.
Present
Value.
1 2,l/2 in. extra heavy nipple.... $ .23
2 large steps 6.00
10 small steps 5.00
2 American indicators and attachments 148.00
2 shelves, 100 ft 13.00
1 large box water rheostat and plates 15.00
10 batteries 1.75
200 scrapers for economizer 20.00
2 horses, used to wind old armatures 10.00
2 steam traps, Kieley, 200 lb 54.00
1 piece 10 in. pipe with one flange 9.10
1 6 in. plug .36
1 5 in. flanged tee ( 4.42
6 5 in. flanged tee 26.52
1 1 in. flanged ell 1.48
2 4 in. flanged ell 4.74
1 6 in. flanged ell 3.60
6 4 in. flanged ell 14.22
3 6 in. flanged ell 10.80
1 10 in. pipe 2*4 ft. with 10x16 in. flange 5.65
1 5 in. x 20^4 in. flanged faced and drilled 4.75
11 16 in. blind flanges 12.50
1 22 in. blind flanges, 2l/2 in. outlets 6.65
1 2 in. x 10 in. flange 1.15
200 Porcelain cleats, in. feeder cleats 12.80
2 10 in. flanged ell -. . . 18.50
5 ft. 4 in. pipe 1.49
2 5 in. flanges crosses 12.00
1 4 in. flanged ell 2.37
2 10 in. flanged ell 4.72
2 ft. 10 in. pipe 2.60
1 8 in. tee 3.10
1 6 in. x 8 in. flange .85
1 4 in. flanged ell 2.37
1 6 in. x 16p> in. flange 3.15
1 4 in. flanged ell 2.37
1 4 in. x 9 in. flange .95
1 5 in. flanged ell 2.50
1 5 in. flanged tee 4.42
1 8 in. flanged ell with base : 6.10
2 8 in. flanged ells, 45 degree 12.20
2 6 in. x 11 in. flanges 2.80
1 8 in. screwed coupling 1.30
1 steam trap—Kieley, 100 lb 19.25
1 1*4 in. flanged unions, 4 bolts .19
1 1*4 in- cast ell .14
1 Y\ in. Jenkins globe valve, brass 1.25
2 1% in. Chapman gate valves, brass 2.40
1 Y in. gate valve, brass .61
1 2 in. Jenkins globe valve, iron body 2.90
1 K in^ Jenkins globe valve, brass .91
1 lY in. Jenkins globe valve, brass .62
1 Vi in. Jenkins globe valve, brass .91
1 3 in. cap .17
1 1J4 in- malleable ell .09
1 1 in. extra heavy ell .11
1 2 in. malleable tee .09
360 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Engine Room Basement—Continued.
Present
Value.
14
1 roi
14
154
44
154
154
154
2
3
4
114
2
4
24
24
24
14
5 in
castings for railing, 8 lb., each $
n. plug
n. Jenkins globe valve
n. ell
n. street ell
n. cast tee
n. globe valve
n. extra heavy nipple
n. 45 degree malleable ell
n. cast cross
n. screwed union
n. Jenkins globe valve
n. swing check, iron body
n. extra heavy tee , ^. ..
n. plug
n. bushing
n. cast tee
x 10 in. nipple
in.
in.
in.
in.
in.
in.
x
1
1
114
iT4
2 4
2
2 in
14 in.
1/4 in.
4 in. x
3 in. x
n.
n.
n.
n.
n.
n.
n.
n.
n.
n.
n.
n.
n.
n.
x
lb. iron junk
24 in. hose couplings
Jenkins globe valve...
extra heavy cross
swing check
45 degree ell
tee
extra heavy couplings
6 in. nipple
extra heavy ell
nipple
4 in. nipple
14 in. bushing
coupling
45 degree ell
nipple
extra heavy nipple...
extra heavy tee
cast tee
coupling
malleable ell
extra heavy coupling.
ping
cast tee
tee
ping
union
2 4 in. bushing
x 5 in. ell
2 in. steam cock
1^4 in. extra heavy tee
2
24
24
2
1
14
3
3
2
3
14
14
4
154
4 in.
14
i/
in.
1 in. malleable tee.
2 in. x 14 in. x 4
2 in. x 2 in. x 14
2 in. x 2 in. x 4
1 in. extra heavy tee..
2 in. x 2 in. x 4 in. tee
4 in. extra heavy ell..
4 4 in. cast tee
1 24 in. coupling
in. tee
in. tee
in. tee
2.80
.02
2.28
.05
.15
.07
2.28
.10
.95
.1.00
.20-
5 Xnj
4.50
.57
.05
.00
.09
.80
1.50
6.00
1.60
.22
2.10
.07
.57
.20
.08
.19
.05
.17
.09
.08
.18
.09
.05
.09
.09
.18
.47
.11
.08
.09
.09
.13
.14
.15
.07
.37
.22
.10
.15
.15
.14
.17
.14
.05
.12
.12
TOOLS, MATERIALS AND SUPPLIES. 361
Engine Room Basement—Continued.
Present
Value.
2 V/4 in. unions $ .05
14 in. x 2J4 in. bushing .16
1 ll/2 in. x 314 in. nipple .03
1 iy2 in. x 3 in. nipple .03
1 iy in. return bend .15
1 1% in. coupling .05
1 iy2 in. x 1*4 in. bushing .03
1 iy in. nipple .03
1 iy in. x 24 in. coupling .06
1 3 in. coupling .18
14 in. x 1 in. bushing .16
1 214 in. x 2 in. bushing .07
1 1 in. extra heavy 45 degree ell .08
1 iy2 in. coupling .08
1 iy in. coupling «. .05
2 1 in. ell .06
2 1 in. nipples .04
1 iy2 in. nipple .03
12 in. x 1 y2 in. bushing .04
2 2 in. coupling .32
1 iy in. tee .07
1 1 in. cast ell .03
1 1 y in. extra heavy ell .10
1 iy in. coupling .05
12 x 1^2 in. bushing .04
1 y in. malleable ell .04
I 1 in. malleable ell .07
II in. x 4 in. extra heavy nipple .02
1 1 y in. R. & L. coupling .08
1 3 in. anglo valve, brass body 11.90
13 in. x 114 in. bushing .09
1 1 in. nipple .02
1 114 x 3 in. extra heavy nipple v. .05
1 114 in. ell .06
1 iy2 in. 3 in. nipple .03
1 iy in. union .14
1 1 in. extra heavy ell .05
1 iy in. nipple .03
1 1^4 in. return bend .15
1 iy in. extra heavy tee 10
1 1 in. malleable tee .08
1 114 in. x 4 in. nipple * .03
1 1 in. return bend .15
2 114 in- railing elfs .22
1 114 railing tee .12
5 114 in. R. & L. nipple center .20
1 2 in. x 114 in. x 114 in. extra heavy tee .15
1 2 in. coupling .11
1 2 in. nipple .03
2 214 in. coupling .30
1 2 in. x 2 in. x 14 in. tee .15
1 2 in. x 2 in. x 114 in. tee .15
1 114 in- railing ell .14
1 24 in. cross .07
1 1 in. coupling .05
1 1 in. ell .08
2 ft. 8 in. pipe 180
362 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Engine Room Basement.—Continued.
Present
Value.
1 6 in. screwed ell $ 1.90
1 8 in. cap .90
4 4 in. iron body globe valve, screwed 24.00
1 8 in. iron body gate valve, flanged, Crane 18.25
1 pair ice tongs .75
1 pair chain tongs, 7 ft 11.40
1 Vietz pressure regulator 25.00
1 Jenkins 1 in. swing check valve, brass .90
2 ll/2 in. Chapman gate valves 3.50
1 2 in. Jenkins globe valve, brass 4.90
1 21/2 in. Chapman, brass, gate valve 4.90
1 2 in. Jenkins, iron body, globe valve 2.90
1 lead gasket 6 in. x 11 in .25
2 114 in. Chapman gate valve, brass 3.50
1 4 in. x 4 in. x 2 in. cast iron tee .55
1 314 in. cast iron ell .33
1 ?>l/2 in. x 314 in. x 2y2 in. tee .47
6 Crosby wire clamps for y in. cable .60
1 6 in. x 11 in. flange 1.20
1 4 in. extra heavy tee 1.75
35 ft. 8 wire rubber covered cable 4.20
1 y2 in. turnbuckle .23
1 2 in. extra heavy tee .36
1 2y2 in. extra heavy tee .57
1 214 in. plug .05
1 214 in. x 2 in. bushing .04
1 2 in. nipple .03
1 2 in. x 2 in. x ^ in. tee .15
1 2 in. Jenkins, iron body, globe valve 2.90
1 2 in. brass globe valve 5.00
1 Rogers oil cup .60
10 lb babbitt 4.00
1 114 in. radiator valve '. 1.60
1 14 in. brass body globe valve .90
1 1^4 in. swing check valve, brass 1.10
1 14 in. grease cup .45
1 1 in. extra heavy ell .10
1 114 in. -14
1 1 in. extra heavy tee .17
1 214 in. ell .16
1 114 in. extra heavy tee .28
1 114 in- return bend .19
3 214 in. x 1 in. coupling .60
1 2 in. x 2 in. x y2 in. tee .14
1 114 in* coupling .07
1 214 in. x 2 in. bushing .06
1 114 in. extra heavy ell .19
11 214 in. coupling 1.65
3 2 in. coupling .33
1 114 in. coupling .08
1 214 in. nipple .07
1 114 in. nipple .02
1 14 in. cast tee .03
1 J4 in. malleable tee .06
1 114 in. street ell .15
1 114 in. coupling .07
TOOLS, MATERIALS AND SUPPLIES. 363
Engine Room Basement.—Continued.
Present
Value.
1 2 in. extra heavy tee... $ .36
1 114 in. coupling .. .15
1 2 in. coupling .11
1 '214 in. coupling .15
1 2 in. coupling .11
1 114 in. extra heavy tee .28
3 2J4 in. couplings .45
1 2 in. x 1^4 in. x 114 in. tee .15
2 2 in. x 2 in. x ll/2 in. tee .30
1 2 in. x 2 in. x 114 in. tee .15
10 2 in. x 2 in. x 114 in. tee 1-50
1 24 in. cross .07
1 14 in. cross .04
1 in. cross .04
1 1% in. Y 17
2 114 in. coupling .14
25 24 in. x ^4 in. x 14 in. tee . 1.00
1 114 in- extra heavy tee .22
1 1^2 in. x 1 in. x 1J4 in. tee •_•••• -25
1 3 in. extra heavy tee .95
1 14 in. oil cup .60
1 2 in. cross • .25
3 4 in. 2-wheel truck wheels 2.00
3 2 in. x 2 in. x y2 in. tees .45
1 2 in. x 2 in. x 114 in. tee .15
1 2 in. x 2 in. x 114 in. tee .15
2 2 in. x 2 in. x J4 in. tees .30
2 214 in. couplings .30
1 1 in. x 1 in. x }/2 in. tee .05
1 114 in. coupling .07
1 114 in. ell .14
1 114 in. 3-way railing fitting .16
1 114 in. return bend .19
1 114 in. x 314 in. nipple .03
1 1 in. extra heavy ell .11
1 114 in. extra heavy ell .19
1 2 in. x 2 in. x 1 in. tee .15
1 2 in. railing ell .30
1 24 in. flanged union .13
1 14 in. extra heavy ell -. .- .14
11 1 in. extra heavy crosses .22
3 114 in. flanged unions, 4 bolts .69
1 214 in. cross .40
2 2 in. x 2 in. x 24 in. tees .30
6 214 in extra heavy 45 degree ells 2.82
1 114 in. extra heavy ell .19
1 314 in. extra heavy ell .87
1 3 in. extra heavy ell .63
1 2 in. cast tee .13
1 24 in. malleable cross .10
1 24 in. extra heavy tee .10
1 14 in. cast tee «. .. .02
1 114 in. railing tee .16
5 114 in. coupling .35
1 14 in. extra heavy tee .05
6 gauge glass valves 3.45
1 14 in. cast cross.... .04
8 114 in. couplings .56
1
1
1
1
00
00
1
1
10
4
2
00
50
1
1
2
2
1
1
1
30
1
00
1
2
3
35
4
50
45
60
00
24
84
6
2
30
4
4
4
4
1
50
2
1
2
40
1
1
2
1
1
13
1
VALUATION—SOUTH CHICAGO CITY RAILWAY.
Engine Room Basement.—Continued.
Present
Value.
2 in. x 2 in. x 1*4 in. tee $ .15
1 in. malleable tee .08
^4 in. x 24 *n- x % in. tee .04
1*4 in- extra heavy tee .22
24 in. x 5 in. lag screws 3.06
4 in. x 4 in. lag screws 1.40
124 in. swing check valve, brass 2.42
5 gal. jacket can .50
lb. iron junk .05
1 in. hex center R. & L. nipple .10
1 in. close nipples .04
1*4 in. railing tees 12.00
1*4 in- railing ells 5.50
frame, 27 in. x 40 in .75
glass, 24 in. x 30 in .40
cuspidors, iron .35
urinals 2.00
clay pick .50
glass, 10 in. x 20 in .10
glass, 10 in. square .10
sheets 124 in. x 4 in. x 18 in. asbestos 7.80
40 in. sq. asbestos, t3s in. thick .60
lb. junk iron 2.50
piston head, 500 lb. scrap iron 2.50
FOUNDRY.
bbl. moulding sand 3.50
lb. lycopodium 1.78
lb. zinc 2.10
qt. molasses .40
lb. flour 1.50
pieces 2 x 4 x 16 ft. No. 1 pine 12.13
pieces 8 x 12 x 14 ft. long leaf yellow pine 178.08
pieces 4 x 10 x 14 ft. long leaf yellow pine 242.66
pieces 10 x 12 x 14 ft. and 10 pieces 10 x 12 x 16 pine 161.20
pieces 4 x 10 x 14 ft. and 7 pieces 4 x 10 x 16 pine 128.79
side screens for cars 23 in. x 9 ft 12.00
pieces oak, 2^2 in. x 16 in. x 12 ft 4.80
pieces yellow pine, Y£ in. x 3^4 in. x 16 ft 7.20
pieces Shelbyville car pilots 108.00
33 in. steel tired wheels, wrought iron center 168.00
33 in. steel tired wheels, solid wrought center 168.00
4*4 in. axles 48.00
gear 68T, 4*4 in. B 5 in. F, Lorain No. 34 12.00
lb. No. 12 BB galv. wire, scrap .25
manhole iron frames, opening 21*4 x 22 8.00
piece bridge timber, suspension of trolley at bridge ap¬
proach, 7 in. x 8 in. x 22 ft. pine 5.50
lattice poles, 30 ft. long 30.00
ft. sewer tile, 6 in. x 24 in 4.00
transfer table, 4 wheel, 18 in. diam 270.00
truck, 4-wheel, 15 in. diam 10.00
Westinghouse 12A motor cases, new 172.80
Westinghouse 12A motor cases, upper half 53.60
Pullman track scraper 12.00
empty oil barrels 11.05
empty half barrel .30
1
1
4
45
1
1
2
1
1
11
1
2
1
1
4
4
3
*L
16
7
2
5
1
4
1
1
5
16
1
70
30
10
2
2
8
2
2
2
2
1
1
50
50
5
00
50
10
10
50
50
1
1
TOOLS, MATERIALS AND SUPPLIES.
OFFICE BUILDING, ATTIC.
36 in. x 96 in. oak door :
wooden bedstead and springs
3^2 in. x 16 in. iron pulleys ■:
ft. 10 in. 2-ply belting
Michigan oil pump
3-pole switch, 12 in. blade on 17 in. x 17 in. marble
magnet circuit breakers, 10 in. x 17 in
2l/2 in. Jenkins globe valve
circuit breaker, 100-500 ampere
cutter, 3x4, 100 ampere switches
D. P. 500 ampere switch, 11 in. x 15 in. slate
GE-F. K. circuit breaker, 1,200 ampere
GE-F. K. circuit breaker, 100 ampere
circuit breaker, 200 ampere cutter
3 pole 500 ampere switches, 12 in. blade
149, 12 in. x 12 in. discharge grid. Cutler
GE circuit breakers
30 day clock, 18 day dial, pendulum
Edison ammeters
Ajax 300 amp. D. P. switch
570 Westinghouse lightning arresters
Garton No. 16108 lightning arresters
16 in. x 30 in. waste can
40 in. x 34 in. screens
No. 2 star wringer
76 in. window shade, 8 ft. long
ft. 6 in. 2-ply belting
ft. 6^2 in. 2-ply belting
16 in. x 36 in. typewriter stand
ft. 9 in. double belt
ft. 15 in. double belt
ft. 7 in. double belt
35 in. x 84 in. storm sash
quick break S. P. S. T. switches
EXTRA ARMATURES.
\
Westinghouse 12A armatures
Westinghouse No. 56 armatures
G. E. 80 armatures
Lorain No. 34 armatures ^
Westinghouse air compresser armatures
National electric compressor armatures
Westinghouse governor
CARPENTER SHOP.
H
in. x
13
in. machine
bolts
H
in. x
9
in. machine bolts
y2
in. x
17V2
in. machine
bolts
in. x
11
in. machine
bolts
y
in. x
12
in. machine
bolts
H
in. x
8
in. machine
bolts
34
in. x
21
in. machine
bolts
34
in. x
10^
in. machine
bolts
H
in. x
4
in. machine
bolts
small Larimour door check
shop clock, 15 in. dial
*
4
I
1
2
1
25
50
36
1
1
3
1
5
1
2
5
1
1
4
1
1
9
25
10
1
10
1
00
2
10
2
2
2
6
1
1
1
4
6
1
3
1
1
00
36
1
1
2
20
15
1
12
5
2
3
VALUATION—SOUTH CHICAGO CITY RAILWAY.
LINE BARN.
Present
Value.
horses $ 2.00
No. 502 oiler .40
S. P. S. T. 25 ampere switch .90
jacket oil cans, 2 gal .70
side lamp for wagon and socket 5.50
gal. P. & B. paint .75
ft. p2 in. steel cable for line car 1.75
ft. % in. steel cable for line car 4.50
ft. lead covered cable, 10 phone, intercommunicating 4.55
1^4 in- x 14 in. chisel and handle 1.00
1 in. x 12 in. cold chisel .60
track chisels 1.10
14 in. hammer handle .10
galv. eyes for *4 in. wire .20
socket wrench for Y in. lag screw .50
paving hammers 1.00
^ in. x 3 in. bull rings , .50
% in. x 5J/2 in. bull rings .15
street hydrant wrench 2.50
pole steps .20
Shaw lightning arrester 3.50
S. P. S. T. 100 ampere switch 8.60
Y in. x 12 in. eyebolts 80
lb. 2d nails, barbed .75
lb. 2d nails, barbed .30
headlight rheostat case ' 2.50
hooks 1.00
double sheave 8 in. tackle block........ 1.00
ft. oval moulding, L? in 2.00
side lights and sockets 11.00
lb. axle grease .50
boots for horses with sore feet 4.20
No. 2 stock pails .70
lanterns, No. 39 1.40
elect heaters, Consolidated 42.00
whisk broom .15
telephone test set, 1600 ohm.. .; 16.00
box iron fillings for phone .10
No. 8053 Yale padlocks 3.29
y2_ in. x 12 in. carbons .18
extra intercommunicating phone set 12.00
extra metallic circuit phone sets 42.00
pitchfork 75
broom .25
ft. flex, duct, 1 in 10.00
pieces 2 in. x 8 in. x 2 ft. pine 3.35
S. P. S. T. 50 ampere switch ". 5.75
telephone test set 12.50
No. 39 lanterns 1.40
lightning arrester fuses, Ajax 6.00
carbons, for Garton arresters 6.00
fuse block for Ajax....; 2.00
fuses for Ajax .30
MACHINE SHOP.
G. E. engineers' valve 62.50
Campbell's rotary snow brooms for Lewis & Fowler sweeper 60.00
small Smith heaters 150.00
TOOLS.. MATERIALS AND SUPPLIES. 367
Machine Shop—Continued.
Present
Value.
30 in. x 22 in. machine bolts $ 3.52
47 y2 in. x ll/2 in. machine bolts .94
115 y in. x 4 in. machine bolts 2.45
108 y in. x 6y2 in. machine bolts 3.57
171 y in. x 3^2 in. machine bolts 3.83
14 y in. x 12 in. machine bolts .56
12 Westinghouse No. 3 field coils 186.00
59 Westinghouse No. 12A field coils * ±,086.85
1 Westinghouse No. 56 field coils 24.75
1 air motor 8L00
1 magneto blow-out coil 17.50
60 brake shoes A 26 E 19.80
50 Sojberg sash springs 2.75
2 brass door sheaves ' 2.50
1 iron ladder on building 25.00
SUPERINTENDENT'S OFFICE.
1 sign 1.00
1 card receptacle 1.00
1 1 line stamp ' .50
2 packs—50 postal cards .50
1 brush broom .15
300 surety forms .60
110 recommendation blanks .20
1 500 page record 2.00
1 stop watch, Jockey Club 8.50
2 dog boards .30
IN TEST CAR.
1 300 ampere S. P. S. T. Anderson knife switches 3.90
5 15 C. P. lamps .83
5 wall sockets 1.10
1 barrel rheostat 3.00
2 empty oil barrels 1.00
2 No. 2 stock pails .66
1 roll y in. friction tape .10
50 ft. No. 6-7 strand wire, insulated 3.10
CHELTENHAM BARN.
1 transfer table •. 300.00
CARPENTER SHOP.
1 iron ladder on building 25.00
1 12 in. x 12 in. brass stencil for poles 1.06
1 iron screen railing, Receiver's room 20.00
230 round brass checks for trackmen 6.90
820 tons 3 in. screenings 1,312.00
47 tons chestnut anthracite 274.95
Total $35,348.41
3f>8 VALUATION—SOUTH CHICAGO CITY RAILWAY.
SUPPLIES IN TRACK DEPARTMENT.
Present
Value.
15 half and half bar solder $ 3.35
50 protected 9 in. bonds 20.85
2,000 railway spike plugs—wooden 1.20
44 4/0 cross bonds 28.60
30 550-V. 16-c. p. lamps 4.65
20 lb. 80d nails .45
250 24 in- lock washers—National 1.44
250 in. lock washers—National 1.69
600 1 in. lock washers—National 5.10
200 ft. in. manilla rope 1.17
11 kegs track bolts, assorted sizes 66.00
25 y in. x 6 in. machine bolts 1.26
125 y% in. x 7 in. machine bolts 6.80
135 y, in. x 8 in. machine bolts 7.90
100 y in. x 9 in. machine bolts 6.28
10 y in. x 10 in. machine bolts .67
35, y in. x 15 in. machine bolts 3.08
100 y in. x 13 in. machine bolts 7.95
30 y in. x 12 in. machine bolts 2.26
20 y, in. x 11 in. machine bolts 1.42
50 1 in. x 6 in. machine bolts 3.47
10 1 in. x 7 in. machine bolts .75
35 1 in. x 8 in. machine bolts 2.81
125 1 in. x 9 in. machine bolts 10.70
20 1 in. x 15 in. machine bolts 2.36
50 1 in. x 14 in. machine bolts 5.63
20 1 in. x 13 in. machine bolts 2.14
10 1 in. x 11 in. machine bolts .96
50 1 in. x 4 in. machine bolts 2.93
2 sand sieves .70
50 1 in. x 16 in. machine bolts 6.18
40 1 in. x 17 in. machine bolts 5.15
2 kegs track spikes 9.00
11 empty barrels 8.25
1 rake .35
Total $233.50
FLOATING TOOLS AND SUPPLIES IN LINE DEPARTMENT.
2 pike poles $ 1.75
2 raising forks . .' 2.20
2 cant hooks 2.00
2 carrying hooks 3.00
3 tamping bars 2.25
1 pole support 3.10
1 pole support 1.00
6 digging bars .' 15.00
6 spoons, 8 ft. handles 7.80
6 shovels, 9 ft. handles -. 10.50
4 shovels 2.00
4 prs. 4 in tackle blocks, 75 ft. of ^2 hi. rope 10.00
4 prs. 4 in. brass blocks 11.20
1 pr. 6 in. wood blocks, 150 ft. of in. rope 5.00
1 pr. 8 in. tackle blocks, 200 ft. of 1 in. rope 8.50
TOOLS, MATERIALS AND SUPPLIES. 369
Floating Tools and Supplies in Line Department—Continued.
Present
Value.
1 30 ft. extension ladder J. $ 4.00
400 ft. 1 in. manilla rope, 100 lb 13.50
1 8 in. iron snatch block 3.20
1 8 in. iron snatch block 1.50
150 ft. ll/2 in. manilla rope, 100 lb 13.50
2 broad hatchets 1.30
1 chopping axe 90
1 chopping axe .65
2 hand saws 2.00
1 tree trimmer .83
3 machinists' wrenches .50
1 machinist's wrench .25
2 flat hanger wrenches .25
2 riveting hammers 1.00
2 framing chisels -86
3 pole sheaves ' 4.50
1 breast drill 3.00
3 ratchet braces 4.50
2 54 in. x 12 in. auger bits .40
1 y% in. x 12 in. auger bits .20
1 y in. x 12 in. auger bits .25
8 trolley screw clamps 14.40
1 pay out reel 11.00
1 pay out reel 5.00
3 wire eccentrics for 54 in. wire 8.25
2 24 in. bolt clippers 4.00
1 blow torch 3.25
2 24 in. pipe wrenches 4.20
1 hot blast Bonanza furnace 4.00
1 6 in. soldering pot .25
1 soldering ladle 30
1 throw-in hanger wrench 15.00
1 50 ft. 3/i in. hose 4.25
85 lb. 1/0 trolley wire 17.50
68 lb. No. 1 trolley wire 14.00
1 600 ampere switch in box 10.80
10 4 in. x 4 in. x 4 ft. cross arms 1.45
5 Ajax lightning arresters in box 18.00
200 ft. No. 14 B. & S. rubber covered wire 3.18
y mile No. 12 iron telephone wire 3.38
1 extra heavy Brooklyn insulator 1.24
100 lb. fk in. span wire . .. 4.50
30 lb. 54 in- span wire 1.65
20 saddle glass insulators 1.37
50 pony glass insulators 1.25
500 ft. No. 14 insulated iron wire 1.67
14 Ohio Brass Co. hangers 6.65
14 S. C. C. Ry. Co. hangers 11.90
8 Anderson West End type hangers 3.80
8 Anderson solid type hanger ; 2.56
4 double pull-offs, Anderson 3.58
6 single pull-offs, Anderson 3.00
1 solid brass cross over 3.00
1 section insulator 4.69
18 wooden insulators 3.69
7 12 in. trolley cars 1.40
370 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Floating Tools and Supplies in Line Department—Continued.
Present
Value.
3 splicing ears $ 1.4G
4 ^ in. x 12 in. eyebolts .35
2 four pin cross arms .50
3 anchor rods, 1% in. x 12 ft 6.00
40 lb. 1/0 insulated feed fire 8.10
200 lb. scrap trolley wire 30.00
50 lb. scrap telephone wire 7.50
50 lb. scrap brass 3.00
Total $397.34
FLOATING TOOLS IN SHOPS.
Machine Shop.
Present
Value.
1 8 ft. skid $ 5.00
1 claw hammer .50
1 200 lb. Howe scale 3.00
1 in. x 18 in. chisel .75
1 nail puller 1.25
1 19 in. x 48 in. two wheel truck 6.00
1 24 in. Stillson wrench 1.50'
1 16 in. Stillson wrench 1.10
1 ^2 in. pipe tongs .. . .72
1 in. pipe tongs .90
3 \l/\ in. pipe tongs 1.20
1 No. 4 alligator wrench 1.00
1 car wrench, 24 in. long, 2Y in. jaw opening 1.25
1 car wrench, 18 in. long, 2^2 in. jaw opening 1.25
1 No. 2 Saunders pipe cutter 1.35
2 No. 1 Saunders pipe cutters 1.80
1 No. 3 Armstrong pipe threader, complete 14.40
1 No. 0 Crane pipe cutter 3.50
1 one gal. oil can.. .15
1 two gal. oil can .25
1 one pt. coppered steel oiler, 3 in. spout..- .18
1 cold chisel, % in. x 8 in .39
1 wooden mallet .25
1 iron brace, with socket wrench Y in 1.00
1 magneto 3.00
1 bolt cutter, 36 in 4.00
1 socket wrench, 12 in. long, 1Y in. jaw opening .90
1 armature sling, 32 in. x 34 in 2.00
1 bar, ll/2 in. x 60 in., for rolling wheels .50
1 sash brush, No. 9 ' .25
1 armature sling, 24 in. x 30 in 2.00
1 6 in. single block 1.15
100 ft. Y\ in. manila rope 2.30
3 pinion wrenches, 12A Westinghouse 3.00
1 twist drill, 2 in 3.11
1 twist drill, 1^2 in 1.90
1 twist drill, 1^ in 2.28
1 twist drill, 13/$ in 1.65
1 twist drill, ltk in 150
1 twist drill, 1Y in 2.66
TOOLS, MATERIALS AND SUPPLIES. 371
Machine Shop—Continued.
Present
Value.
1 socket, No. 4 $ 1.75
2 sockets, No. 3 1.50
1 pair Buffalo snips 1.40
1 24 in. x 124 in. x 16 in. inside threading tool 1.11
1 16 in. boring tool 1.11
1 15 in. boring tool 1.11
1 12 in. R. H. diamond point 1.05
1 12 in. L. H. diamond point 1.05
1 12 in. side facing tool 1.05
2 11 in. boring tools 1.05
2 11 in. L. H. threading tools 1.05
1 10 in. L. H. threading tool 1.00
1 10 in. side facing tool 1.00
1 6 in. threading tool .90
1 7 in. cutting off tool .90
1 6 in. cutting off tool .... .90
1 Duff Barrett pit jack 42.50
1 24 in. x 124 in. x 7 in. cutting off tool .90
1 6 in. R. H. diamond point tool .90
1 6 in. round nose tool .90
1 5 in. cutting off tool .95
1 524 in. boring tool .85
1 5 in. round nose boring tool .85
1 6 in. cutting off tool .90
1 8 in. round nose tool .90
1 7 in. round nose tool .90
1 9 in. round head tool 1.00
1 17 in. round head tool , 1.20
1 14 in. boring tool 1.11
1 8 in. L. H. facing tool .90
1 11 in. round nose tool 1.05
1 12 in. R. H. cutting off tool 1.05
1 16 in. threading tool 1.11
1 13 in. boring tool 1.05
1 12 in. round nose tool 1.05
1 14 in. boring tool 1.11
1 17 in. diamond point tool 1.20
1 10 in. boring tool 1.00
1 7 in. cutting off tool .90
1 6 in. cutting off tool ' .90
1 5 in. cutting off tool .85
1 one pt. oil can, coppered steel, 9 in. spout .25
1 No. 11 Armstrong boring tool 4.50
1 No. 3-S Armstrong holder 2.00
6 tools, Armstrong 3.00
1 drift punch, 24 in. x 8 in .40
1 flat cold chisel, 24 in. x 9 in .45
1 cape cold chisel, 24 in. x 8 in .40
1 cape cold chisel, 24 in. x H in -60
1 flat cold chisel, 24 in. x 9 in .60
1 flat cold chisel, 24 in. x 8 in .50
1 No. 7 machine screw plate 14,00
1 24 in. Trimo wrench 1.80
1 4 in. x 24 in- x 1 in. milling cutter 3.33
1 4 in. x fa in. x 1 in. milling cutter .85
1 3 in. x 24 in. x 1 in. milling cutter 1.67
1 3 in. x fa in. x 3 in. milling cutter .66
372 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Machine Shop—Continued.
Present
Value.
2 y in. plug taps $ .58
1 y in. taper tap .29
1 y in. bottoming tap .29
3 34 in. bottoming taps .22
2 34 in. plug taps .66
1 "fs in. bottoming tap .19
1 y in. plug tap .17
1 i5g in. bottoming tap .16
5 No. 14 taper taps .60
5 No. 10 taper taps .55
2 No. 8 taper taps ." .22
1 No. 12 taper tap .11
9 No. 51 twist drills .23
2 i3g in. x 5 in. special taps .38
2 No. 6 taps .20
1 No. 8 tap .11
1 No. 10 taper tap .11
1 No. 10 plug tap .11
1 No. 12 taper tap .11
1 34 in* bottoming tap .14
1 34 in. plug tap .14
1 No. 14 bottoming tap .12
1 No. 12 taper tap .11
2 y in. taper taps .35
1 y in. bottoming tap .17
2 iff in. plug tap .32
1 No. 12 taper tap .11
2 "iff in. taper taps .19
1 34 in. plug tap .22
3 plug taps 1.14
1 is in. plug tap .16
1 tk in. bottoming tap .16
1 No. 14 taper tap .18
1 No. 10 taper tap , .11
1 30 in. caliper 3.00
1 crow bar • 1.50
1 five gal. oil can .50
1 one gal. oil can .15
1 two qt. galv. car oiler .85
1 one pt. coppered steel oiler .30
1 2 in. x 14 in. screw jack 1.85
1 234 in. x 36 in. boring bar 3.00
1 234 in. x 24 in. boring bar 2.75
1 2 in. x 27 in. boring bar 2.50
1 234 in. x 18 in. milling cutter 2.46
1 pipe center for engine lathe 1.00
2 14 in. mill files .30
1 i5e in. plug tap .16
1 y in. x 3 in. x 1 in. milling cutter ? . .. . 1.66
1 whisk broom .16
1 234 in. x 26 in. boring bar for No. 5 socket 2.75
1 15 in. Coes wrench .90
1 12 in. Coes wrench .60
3 14 in. mill files .45
5 14 in. square files 1.00
1 14 in. flat file .19
TOOLS, MATERIALS AND SUPPLIES. 373
Machine Shop—Continued.
Present
Value.
2 14 in. flat files ." $ .38
1 6 in. flat file .06
3 12 in. thumb screws 1.50
1 pr. 24 in. tinners snips 2.50
1 one pt. coppered steel oil can, 9 in. spout .30
1 54 in. x 1 in. x 11 in. boring tool .42
1 ^2 in. x 1 in. x 7 in. round nose tool .30
1 y2 in. x 1 in. x 15 in. boring tool 54
1 54 in. x 1 in. x 8 in. diamond point tool .30
1 5/2 in. x 1 in. x 11 in. threading tool .42
1 y2 in. x 1 in. x 10 in. diamond point tool .36
1 54 in. x 1 in. x 11 in. boring tool .42
1 5^ in. x 1 in. x 12 in. round nose tool .42
1 y2 in. x 1 in. x 7 in. boring tool .30
1 5/2 in. x 1 in. x 9 in. boring tool .36
1 y> in. x 1 in. x 10 in. boring tool .36
1 y2 in. x 1 in. x 8 in. boring tool .30
1 54 in. x 1 in. x 10 in. threading tool .36
1 54 in. x 1 in. x 10 in. diamond tool .36
1 54 in. x 1 in. x 5 in. side cutting tool .25
1 54 in. x 1 in. x 6 in. 1. h. side cutting tool .25
1 54 in. x 1 in. x 5 in. r. h. side cutting tool .25
1 54 in. x 1 in. x 8 in. boring tool .30
1 54 in. x 1 in. x 8 in. threading tool .30
1 54 in. x 1 in. x 12 in. boring tool .42
1 54 in. x 1 in. x 8 in. boring tool .30
1 54 in. x 1 in. x 6 in. threading tool .25
1 54 in. x 1 in. x 8 in. boring tool .30
2 y2 in. x 1 in. x 4 in. boring tools 25
1 54 in. x 1 in. x 4 in. cutting off tool .25
1 /2 in. x 1 in. x 7 in. threading tool .30
1 54 in. x 1 in. x 7 in. boring tool .30
1 54 in. x 1 in. x 6 in. boring tool .25
1 54 in. x 1 in. x 6 in. threading tool .25
1 54 in. x 1 in. x 7 in. threading tool .30
1 54 in. x 1 in. x 8 in. cutting off tool .30
1 y2 in. x 1 in. x 10 in. cutting off tool .36
1 54 in. x 1 in. x 4 in. threading tool .25
1 54 in. x 1 in. x 4 in. cutting off tool .25
1 54 in. x 1 in. x 10 in. cutting off tool .36
1 54 in. x 1 in. x 6 in. cutting off tool .25
1 54 in. x 1 in. x 6 in. round nose tool .25
1 l/2 in. x 1 in. x 4 in. boring tool .25
1 y2 in. x 1 in. x 5 in. threading tool .25
1 54 in. x 1 in. x 3 in. round nose tool .25
1 y2 in. x 1 in. x 4 in. threading tool .25
1 54 in. x 1 in. x 5 in. cutting off tool .36
1 y2 in. x 1 in. x 9 in. diamond point tool .36
1 14 in. round file .15
1 10 in. square file .10
1 6 in. mill file .05
3 6 in. half round files .27
1 6 in. round file .05
8 y in. x 15/2 in. tools for boring wheels 5.60
1 set 54 in. steel stamps for numbers 1.85
1 quire 00 emery cloth .54
1 55-64 in. twist drill .77
H74 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Machine Shop—Continued.
Present
Value.
1 J4 in. x 1 in. x 9 in. threading tool $ .36
1 j/2 in. x 1 in. x 4 in. round nose tool .25
1 j4 in. x 1 in. x 9 in. cutting off tool .36
1 >2 in. x 1 in. x 6 in. boring tool .25
2 No. 13 breasts 5.60
1 No. 12 emery wheel dresser .75
1 4 in. x 14 in. x 1 in. milling cutter 1.33
1 4 in. x ia in. x 1 in. milling cutter 1.07
3 3 in. x da in. x 1 in. milling cutters .66
1 4 in. x 14 in- x 1 in. milling cutter .80
1 shop clock, 15 in. dial 5.00
1 214 in. x 2 in. x 1 in. milling cutter 2.46
1 4 in. x 14 in. x 1 in. milling cutter 1.33
1 314, in. x 44 in. x 1 in. special milling cutter . 2.56
6 sets Huntington emery wheel dressers .72
1 54 in. x 11 in. nut tap .41
1 54 in. x 3*2 in. nut tap .41
1 14 in. x -h in. nut tap .66
1 % in. x 52 in. nut tap .50
2 2 in. x 32 in. nut taps 1.76
1 114 in. x 32 in. nut tap 1.16
1 114 in. x 52 in. nut tap 1.01
1 114 in. x .Va in. nut tap 1.48
1 set 114 in. dies, L. H., for bolt cutter 3.50
1 114 in. x 8 in. mandrel 1.72
2 No. 2 sleeves 1.72
1 114 in. x 9 in. mandrel 1.17
1 No. 3 sleeve 1.08
1 one pt. oiler, 3 in. spout .25
1 7/8 in. flat drill .40
1 44 in. taper reamer 1.56
1 No. 2 Standard improved drill chuck 4.00
1 114 in. die 1.75
1 J4 in. die .80
1 114 in. twist drill 1.43
1 lfo in. twist drill 1.35
1 114 in. twist drill : 1.06
1 l'lu in. twist drill . 3.00
2 % in. twist drills 1.54
1 114 in. twist drill 1.10
5 1 in. twist drills 4.75
2 liV in. twist drills 2.12
3 ?4 in. twist drills 2.31
2 iv, in. twist drills 1.29
1 37-64 in. twist drill • .34
1 §5 in. twist drill .87
1 M in. twist drill .49
1 52 in. twist drill '. .34
1 one pt. coppered steel oiler, 9 in. spout .30
1 5 in. warding bastard file .06
2 6 in. half round bastard files .18
1 6 in. flat bastard file 06
1 3 4 in. round bastard file -15
1 14 in. bastard file, square -20
1 14 in. bastard file, half round -22
1 10 in. bastard file, square
1 10 in. bastard file, flat -1®
TOOLS, MATERIALS AND SUPPLIES. 375
Machine Shop—Continued.
, Present
Value.
5 24 in. twist drills $ 2.78
2 ih in. twist drills .98
4 24 hi. twist drills 1.68
1 it in. twist drill .64
3 24 hi. twist drills 1.67
2 -3! in. twist drills ... .68
4 24 in twist drills 1.68
1 it in. twist drill .49
3 It in. twist drills 1.93
1 7/i in. twist drill .77
1 ItV in. twist drill 1.06
3 24 hi. twist drills 1.26
2 24 in. twist drills .63
1 It in. twist drill A .49
2 24 in. twist drill .84
2 tV in. twist drills .56
2 24 in. twist drills .63
2 til in. twist drills .52
1 t7s in. twist drill .28
3 si in. twist drills .69
1 24 in. twist drill .42
2 No. 1 sleeves 1.30
2 No. 2 sleeves 1.73
1 No. 3 sleeve 2.16
1 counter sink t .22
1 s72 in. twist drill .07
1 s"4 in. twist drill .03
2 s52 in. twist drills .09
1 tk in. twist drill .11
1 24 in. twist drill .24
1 4 in. x fk in. x 1 in. milling cutter 1.65
14 in. x 24 in- x 1 in. milling cutter 1.33
1 24 in. x 1^4 in. x 17 in. planer tool. 1.20
2 124 in. x 124 in. x 12 in. x 10 in. goose necks 4.50
1 set 24 in. steel numbers 2.25
1 set 24 in. steel numbers 1.85
1 set 24 in. steel letters 2.40
1 24 in. x124 in. x 6 in. cutting off tool .90
1 7 in. scraper tool .90
1 8 in. side cutting tool .90
1 11 in. side cutting tool 1.05
1 10 in. cutting off tool 1.00
2 10 in. side facing tools 2.00
1 9 in. cutting off tool 1.00
1 11 in. side facing tool 1.05
1 pr. 12 in. tongs .75
1 10 in. bellows 85
1 24 in. taper taps -51
1 24 in. x 10 in. diamond chisel -75-
1 24 in. x 7 in. diamond chisel -60
1 10 in. square bastard file -11
1 rir in. twist drill .28
1 50 in. drill, No. 3 sleeve 1-71
1 24 in. twist drill -32
1 14 in. half round wood rasp .41
1 No. 2 shovel .50
1 26 in. x 37 in. truck, with 4 ft. 8 in. wheels 7.50
376 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Machine Shop—Continued.
Present
Value.
1 12 in. cutting oh tool ' $ i.os
1 12 in. facing tool ... 1.05
1 Hartford No. 1 chuck, with No. 2 sleeve 4.16
5 12 in. hack saw blades .27
3 1 in. twist drills 2.85
1 hi in. twist drill .87
1 ih in. twist drill .49
1 / in. twist drill .56
1 No. 2 sleeve .56
2 y in- twist drills .84
1 /s in. pipe tap .47
1 M in. L. H. taper tap 1.25
1 1*4 in. R. H. taper tap. .83
1 L1/ in. R. H. taper tap .71
1 1 in. plug tap .63
1 1 in. bottoming tap .63
1 5/ in. plug tap .28
1 7/ in. taper tap .51
1 1*4 in. L. H. tap .81
1 7/g in. tap .67
1 7/ in. taper tap .50
1 7/ in. bottoming tap .50
1 5/ in. bottoming tap .28
3 5/ in. taper taps .84
1 *4 in. taper tap .22
1 5/ in. bottoming tap .38
1 5/ in. taper tap .38
1 5/ in. bottoming tap .28
1 5/ in. bottoming tap .38
2 *4 in. bottoming taps...., .44
1 l/2 in. taper tap .22
1 y2 in. plug tap .22
1 '*4 in. bottoming tap .22
1 5/ in. plug tap .28
1 *4 in. pipe tap .20
1 7 in. tap wrench .40
1 12 in. tap wrench 1.20
1 1 in. taper tap .63
1 in. taper tap .11
1 No. 12 plug tap - .11
1 No. 14 taper tap .12
2 No. 14 plug taps .24
1 No. 12 plug tap .11
1 No. 8 plug tap .11
1 No. 2 shovel .50
1 12 in. hacksaw frame -71
1 12 in. draw knife 1.00
2 16 in. x 22 in. garbage cans 4.50
1 5 gal. jacket oil can .50
1 1 qt. galv. oiler. .25
2 No. 2 stock pails .66
1 12 qt. galv. pail.-. .16
2 mandrels for No- 56 motor bearings 6.00
2 mandrels for No. 12-A motor bearings 4.50
1 mandrel for No. 3 motor bearings 2.00
2 mandrels for No. 56 motor linings 6.00
1 mandrel for No. 3 motor lining 2.00
TOOLS, MATERIALS AND SUPPLIES. 377
Machine Shop—Continued.
Present
Value.
1 1 pt. steel oiler, 6 in. spout $ .22
1 C. I. box for straightening gear case 8.75
8 12 in. x 16 in. iron flasks, moulders and composite boards.. 28.71
1 18 in. x 30 in. socket wrench, ltk in. hex 1.50
1 special curve wrench, 1 in. hex 2.00
1 23 in. x 30 in. socket wrench, iy2 in. hex 2.00
1 track chisel .50
1 23 in. curve socket wrench, iy in. hex 1.00
1 iy2 in. x 46 in. steel bar 2.00
6 ft. link chain, tk in. x 1 y in .40
1 22 in. wrench, 1^8 in. hex .75
1 % in. x 12 in. cold chisel .25
1 20 in. wrench, 1% in. jaw 1.00
1 17 in. x 10 in. socket wrench, 1 y2 in. jaw 2.00
1 14 in. wrench, iy in. jaw .50
1 straight wrench, iy in. jaw .50
1 swivel socket wrench, l]/2 in 3.00
1 24 in. socket wrench, l]/2 in ' 1.00
1 26 in. wrench, iy2 in 1.00
1 10 in. square bastard file .11
1 14 in. x 17 in. socket wrench, 1 in. sq 1.00
1 22 in. R. A. wrench, iy in 1.00
2 20 in. R. A. wrenches 2.00
1 23 in. R. A. wrench, 1 y2 in 1.00
1 15 in. x 15 in. socket wrench, iy2 in. sq 2.00
2 8 in. x 12 in. special curve socket wrenches, iy in 4.00
1 8 in. x 12 in. special curve socket wrench, iy in 1.00
1 13 in. x 13 in. socket wrench, iy in 1.00
1 17 in. x 15 in. socket wrench, 2 in 2.00
1 y in. x 28 in. hex. steel bar .50
1 17 in. R. A. socket wrench, Iks in .75
1 13 in. x 17 in. socket wrench, iy in .50
1 14 in. S. wrench, 1 y in. and lie in .50
1 22 in. R. A. wrench, iy in .50
1 26 in. 15 degree wrench, 1 y in 1.00
1 26 in. straight wrench, iy in 1.00
1 No. 2 ball pien hammer .60
1 iy2 in. sq.—6 ft. special bar 1.00
1 12 in. x 19 in. socket wrench, 1y in. hex 1.00
1 13 in. S. wrench, 1 y in. and 1% in. hex 1.00
1 26 in. R. A. socket wrench, iy2 in. hex 2.00
1 16 in. R. A. special wrench, iy> in. hex . 1.00
1 14 in. equalizing bastard file * .29
1 14 in. half round bastard file .22
1 y2 in. taper nut tap .32
1 set lightning screw plates, with dies up to 1 in 20.00
1 y in. x 6 in. center punch .54
1 y in. x 6 in. cold chisel .25
1 y in. tap 4 .17
1 tk in. tap .15
1 y in. plug tap .17
1 tk in. taper tap .15
1 , y in. taper tap .17
2 y in. twist drills .43
1 6 in. tap wrench .40
1 y in. x 6 in. diamond point chisel .60
1 y in, x 8 in. round chisel .60
1
1
1
1
1
1
1
1
1
2
1
8
2
1
2
1
1
1
1
2
2
I
>0
•0
1
4
5
75
VALUATION—SOUTH CHICAGO CITY RAILWAY.
Machine Shop—Continued.
Present
Value.
18 in. x 12 in. socket wrench, 1% in. hex $ 1.00
18 in. x 14 in. socket wrench, 1>2 in. hex 1.00
force pump for filling car heaters 3.25
18 in. special socket wrench, life in. hex 1.50
22 in. special socket wrench .50
38 in. straight wrench, 3%. in. hex 1.50
30 in. straight wrench, 3% in. hex 1.50
12 lb. sledge .. .60
2 lb. riveting hammer .50
pair C. S. blocks, pushing off wheels 15.00
26 in. socket wrench, 2*4 in. hex 1.50
22 in. Barrett jacks 112.00
20 in. Barrett jacks 23.00
special spring jack 14.00
4 ft. jack handles .80
2 ton triplex Yale & Towne chain block 58.00
2 ton Harrington chain block 48.45
1,000 lb. double speed Harrington chain block 28.00
1,000 lb. Harrington chain block 10.00
face plates for planer 10.00
10 in. double sheave wood tackle blocks 3.24
8 in. doubl e sheave wood tackle block 1.05
ft. 1 in. manilla rope 8.25
ft. V/4 in. manilla rope 6.60
string light guard, 12 ft. wire 2.25
string light guards, 50 ft. wire" each 9.00
water pit jacks, our make, 25 ft. ll/i in., 5 steam hose with
each 300.00
organization chart i 1.50
81 in. x 54 in. clothes locker 4.00
motor shelf , 2.00
comb, desk and cabinet, 12 in. x 36 in. x 9 ft. 6 in 12.00
ft. shelving 3.00
clothes locker 4.25
axle rack, capacity 7 2.00
12 ft. shelf 2.00
clothes locker, 12 in. x 20 in. x 90 in 2.00
clothes locker, 24 in. x 30 in. x 90 in 3.00
cabinet, 8 in. x 12 in. x 24 in 1.00
oak tool box, 19 in. x 28 in. x 66 in 5.00
motor support 10.00
arm chair 2.50
tool cabinet, 8 in. x 22 in. x 50 in 2.00
tool cabinet, 14 in. x 24 in. x 60 in 5.00
^ in. x 9 in. cold chisel . .65
54 in. x 6 in. diamond point chisel <■ .60
14 in. babbitt scraper .25
14 in. square bastard file .20
10 in. round bastard file .08
14 in. round bastard file .15
4 ft. x 4 ft. gear board 2.00
clothes lockers, 12 in. x 18 in. x 48 in 4.00
tool cabinet, 12 in. x 33 in. x 84 in 5.00
bolt rack, 12 in. x 60 in. x 42 in 4.00
clothes locker, 12 in. x 24 in. x 72 in 3.00
tool cabinet, 24 in. x 24 in. x 34 in 2.00
oak cabinet, 19 in. x 38 in. x 66 in 5.00
TOOLS, MATERIALS AND SUPPLIES. 379
Machine Shop—Continued.
Present
Value.
50 ft. shelving $ 3.50
35 ft. shelving 2.55
10 ft. hand railing 3.00
2 11-hole rivet racks.. 2.00
1. oak tool cabinet, 19 in. x 38 in. x 66 in 5.00
1 clothes locker, 14 in. x 68 in. x 84 in 8.00
1 12 ft. ladder 1.50
3 horses 6.00
1 12 in. x 36 in. x 6 ft. tool cabinet 5.00
40 ft. shelving 4.00
20 ft. shelving 2.00
,800 sq. ft. oak flooring on ties 2 in 125.00
50 ft. oak shelving 4.00
1 8 ft. x 7 ft. x 4 ft. charcoal bin 10.00
1 8 ft. x 10 ft. x 5 ft. coke bin 10.00
1 14 ft. x 18 ft. x 7 ft. salt bin 25.00
1 blacksmith's coal bin 3.00
1 180 lb. steam trap 20.00
1 110 lb. steam trap 20.00
50 ft. oak" shelving, 2 in 5.00
60 ft. shelving 5.00
1 iron rack 5.00
MACHINE SHOP BASEMENT STOREROOM.
70 ft. 2 in. oak shelving 8.50
240 ft. 1 in. hemlock partition 11.00
41 ft. 2 in. x 4 in. pine 1.00
800 sq. ft. oak flooring on ties, 2 in 60.00
MACHINE SHOP STOREROOM.
1,500 board ft. lumber, bins and counters 200.00
BLACKSMITH SHOP.
1 ^2 in. round snapper •. 2.00
1 straightening tool .75
1 gauge 2.00
1 gauge .50
1 hold on 1.50
1 side set 1-00
1 2 in. round swage 5.00
2 \l/2 in. and 1% in. swage 5.00
1 lT/s in. swage 4.00
1 34 hi. x % in. x 14 in. swage 5.00
1 tyi in. x V/s in. swage 5.00
1 1 in. swage 4.00
1 lJ/i in. swage 4.00
1 double side set 4.00
1 34 in. x ^4 in. side set : 2.00
1 ll/2 in. cutting off tool 6-00
1 in. cutting off tool 6.00
1 cutting off tool for flat iron 5.00
6 beveled ladles 12.00
1 bending form 4.00
1 square punch block with punch 5.00
1 punch block 2.00
380 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Blacksmith Shop—Continued.
Present
Value.
1 % in. top and bottom swage $ 2.50
1 34 in. top and bottom swage 2.00
1 1 in. top and bottom swage 2.50
1 1% in. top and bottom swage 3.00
1 1J4 t°P and bottom swage - 2.50
1 154 in. top and bottom swage 3.00
1 54 in. bottom swage .50
1 set cutting off tools for flat iron 2.00
1 special swage .75
1 riveting tool .75
1 3 angle single bottom swage .75
2 cutting off tools '. 2.00
1 riveting tool .50
1 special swage .50
1 bending form .75
1 54 in. top and bottom swage 1.25
1 bottom swage .75
1 swage .75
2 bending forms 1.00
3 154 in. bottom swages 1.50
2 flatters 1.50
1 top and bottom swage 2.50
1 punch .75
1 heading tool 1.00
1 hot chisel .75
1 square fuller .50
1 top and bottom swage for curtain rods 1.50
1 key punching tool 1.00
1 top and bottom swage for coupling pins 2.50
1 bending form for switch hooks 2.00
1 bottom swage, half round 2.00
1 bending form .75
1 bridge .75
1 copper burning tool, S. C. C. Ry. Co 2.40
1 steel stamp, in., five letters 2.40
1 54 in: steel stamp, in., five letters 1.50
1 stamping tool .50
1 graduated tire measuring wheel .■. .. 3.00
6 tongs for round iron : 4.60
19 tongs for flat iron 8.00
1 tong lathe tool .85
1 tong hammer 1.00
2 pickup tongs 1.50
1 pt. coppered steel oiler, 3 in. spout .21
1 form 2.00
1 bending form 3.00
1 bending form 2.00
1 form for bending brake shoe hangers 6.00
1 2 in. top swage .75
1 1 in. top and bottom swage 1-50
1 J4 in. round top swage fuller 1.00
1 set Y-2 in. cutting off tools 1.5°
1 top fuller 1-25
1 key hole punch -75
3 1 in. punches 3.00
1 eyehole punch .75
2 cape punches 1-50
TOOLS, MATERIALS AND SUPPLIES. 381
Blacksmith Shop—Continued.
Present
Value.
2 dies for bond lugs $ 1.00
1 2 ft. square 1.50
2 cold chisels .40
2 set hammers 1.40
1 hot chisel :50
1 fork .75
1 sledge block 12 in. sq. by 4 in 1.25
1 10 lb. sledge .85
1 4 in. backing hammer .60
1 brake hanger bender 10.00
1 sign bracket hanger bender 10.00
1 bender form 5.00
2 bending bars .4.00
2 forms for bending stirrups 3.00
1 form for bending release springs 3.00
5 bending forms 15.00
1 bending form for headlight brackets 3.00
1 bending form for shims 1.00
1 bending form for steam pipe clips 1.00
J. punching die 3.00
1 bending form 1.00
•1 tool for brake beam 2.00
I brace 25
1 36 in. trimo wrench 4.00
1 forming tool .50
I 24 in. x 1 *4 in. die 1.00
1 in. x ii in. die 1.00
1 in. x 1 in. die 1.00
1 J/2 in. x 1 in. punch .50
I 24 in- square punch .50
1 1*4 in. square punch .50
1 % in. x 24 in. punch .50
1 Yz in. x 1 in. punch .50
1 24 in. square punch .50
1 24 in. square punch .-50
1 Y in. x V/4 in. punch .50
1 1 in. 3 corner punch ' .50
L 24 in. x 2 in. punch .50
i t70 in. x 1^2 in. punch .50
1 24 in. round punch .50
1 t4 in. x 1^2 in. forming tool .50
1 H in. square punch .50
1 24*1/4 in. punch .50
1 i}s in. square punch .50
1 ^2 in. square punch .50
1 H in. square punch .50
1 Vz in. square punch .50
1 24 in. x 24 in. punch . .50
2 24 in. square punches .50
1 y2 in. square punch .50
1 1 in. fuller 1.00
I Yz in. punch .75
5 snappers 5.00
1 24 in. top and bottom swage 2.00
1 24 in. fuller .75
1 24 in. top swage .75
1 24 in. top and bottom swage 2.00
382 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Blacksmith Shop—Continued.
Present
Value.
1 24 in. square punch $ 50
1 fix in. x 24 in. punch .50
1 24 in. x 1 in. punch .50
1 24 in. 3 corner punch .50
1 counter sink .. . .50
1 24 in. x 24 in. punch .50
1 iV in. x 7/s in. punch .50
1 Z2 in. hex. punch .50
1 24 in. x 24 in. oval punch .50
1 i5ff in. x 134 in. punch .50
1 34 in. x 24 in. punch .50
1 24 in. square punch .50
3 countersinks 1.50
1 boring tool 1.00
1 steel stamp, 34 in. letters, H. E. Ry. Co 2.00-
1 24 in. x 34 in. oval punch .50
I ll/2 in. hex. punch .50
II in. x 34 in. oval punch .50
1 fk in. x 34 in. punch .50
1 1t7g in. hex. punch .50
1 134 in. round punch .50
1 34 in. x 24 in. oval punch .50
1 34 in. x 24 in. oval punch .50
1 rivet snapper, 134 in .50
1 1 in. square snapper .50
1 34 in. hex. punch .50
1 124 in. round punch .50
1 134 in. hex. punch .50
1 134 in. snapper .50
1 34 in. hex. punch .50
1 1 in. hex. punch .50
1 134 in. square punch .50
1 124 in. hex. punch .50
1 134 in. x 1 in. hex punch .50
1 34 in. square punch .50
1 24 in. x 2 in. oval punch .50
1 1 in. square punch .50
1 134 in. hex. punch .50
1 24 in. hex. punch .50
1 34 in. round punch .50
1 24 in. square punch .50
1 2 in. hex. punch .50
1 34 in. x 24 in. punch .50
1 134 in. h x. punch .50
1 34 in. top and bottom swage 2.00
1 124 in. square drift punch .75
1 134 in. round drift punch : .75
1 2 in. round drift punch .75
1 124 in. round drift punch .75
1 34 in. round drift punch .75
1 34 in. x 134 in. drift punch .75
1 1 in. round drift punch .75
1 1 in. chisel 50
1 24 in. x 334 in. x 634 in. forming tool • • .50
1 234 in. round drift punch -75
1 334 in. hex. drift punch I-50
TOOLS, MATERIALS AND SUPPLIES. £83
Blacksmith Shop—Continued.
Present
Value.
tk in. x in. die $ .50
Y\ in. x Its in. oval punch .50
24 in. x 4 in. punch .50
side set 1.50
24 in. x 1^4 in- punch .50
2 in. hex. punch .50
24 in. x 24 in- oval punch .50
1 in. rivet snapper .50
Ys in. x 24 in. punch .50
24 in. x 1% in. punch .50
24 in. x 124 in. punch .50
24 in. x 24 ih. punch .50
1 in. x 124 in. oval punch .50
24 in. round punch .50
24 in. x 24 in. oval punches 1.00
is in. x Ya in- oval punch .50
1 in. square round edge punch .50
124 in. hex. punch .50
24 in. round die 1.00
1 in. round die 1.00
24 in. round punch .50
special forming tool ". 1.00
124 in. header 1.00
24 in. x 2 in. punch .50
24 in. hex. punch .50
124 in. socket wrench .50
12 in. car wrenches, 124 in. jaw .50
malleable iron wrench, T 4115 .50
forming die for chain hooks 1.50
heading tool for 24 in- bolts 1.50
heading tool for 24 in. bolts 1.50
heading tool for 124 in. bolts 1.50
heading tool for 124 in. bolts 2.00
heading tool for 1 in. bolts 1.00
heading tool for 124 in. bolts 1.00
heading tool for 24 in. bolts 1.00
heading tool for 24 in. square 1.00
heading tool for 24 in. square 1.00
heading tool for 24 in square 1.50
heading tool for 24 in. square .50
heading tool for 24 in. square 1.75
heading tool for 24 in- square 1.00
24 in. x 1 in. die ; 1.00
24 in. heading tool 1.00
24 in. x 24 in. drift punch .50
24 in. heading tool 1.00
124 in. x 2 in. drift punch .75
124 in. square drift punch .75
124 in. round drift punch .75
24 in. x 124 in. drift punch .75
2 in. hex. drift punch .75
124 in. x 124 in. drift punch .75
124 in. round drift punch ! .75
124 in. round drift punch ; .75
124 in. round drift punch .75
heading tool, 24, 3A, A 1-00
2 No. 2 shovels 1.00
[2
1
1
10
1
1
1
1.
1
I
1
1
3
8
16
7
5
9
1
1
1
2
1
14
1
1
00
1
1
1
VALUATION—SOUTH CHICAGO CITY RAILWAY.
Blacksmith Shop—Continued.
Present
Value.
1% in. round drift punch $ .50
heading tool for % in. bolt 1.00
heading tool for % in. square 1.00
heading tool for % in. square 1.00
heading tool for % in. square 1.50
heading tools for % in. round 1.00
heading tool for tk in. square .50
heading tool for % in. round .50
eye bending tool 4.00
^ in. x 2 in. forming tool .25
fender clip former 2.00
punch block die, % in. x 12 in 2.00
forming tools 1.50
saddle .50
2 in. round drift punch .50
1% in. square drift punch .50
1% in. round drift punch .50
1 in. round drift punches 1.00
V/2 in. square drift punch .75
IJ/2 in. round drift punch .75
1% in. square drift punch .75
% in. x 1% in. oval punch .75
2 in. hex. punch .75
3 in. round punch .75
% in. hex. punch .75
6% in. x 11 in. x 13 in. brass flasks 60.00
FOUNDRY.
4 in. single tackle wood block $ .35
4 in. double tackle wood block .70
ft. x/2 in. manilla rope .40
24 in. pickup tong .60
22 in. pickup tong .60
44 in. pickup tong 1.00
melting ladle, 5% in. diam .50
melting ladle, 4 in. diam .40
skimming ladle .25
melting ladle, 12 in. diam 2.00
crucible tong 4.00
crucible carrying bars 9.00
lf/2 in. x 12 in. x 16 in. cast plates 18.00
babbitt moulds, 2 in. x 9 in 7.20
wooden boards .70
7 in. x 15 in. x 2 in. wooden flasks 1.25
wooden forms, 1 in. x 12% in. x 16% in 4-150
brass moulder's riddle, 18 in 1.00
brass moulder's riddle, 16 in 1.00
1 % in. x 5% in. trowel .35
hammers .60
1 % in. x 5% in. trowel .25
rapping tools .. .; 1.00
10 qt. galv. sprinkler .40
50 lb. flour can....'. 1.00
cores, trolley wheels 2.00
brass moulder's shovel .50
10 qt. galv. sprinkler .40
No. 2 galv. stock pail .50
TOOLS, MATERIALS AND SUPPLIES. 385
Foundry—Continued.
Present
Value.
1 steel tray wheelbarrow $ 3.00
2 16 in. x 18 in. horses, oak 2.00
ARMATURE ROOM.
1 charcoal fire pot 8.10
3 5 lb. soldering coppers 1.95
1 2 lb. soldering copper .35
1 galv. coal shovel .10
1 16 in. x 22 in. galv. waste can 2.25
1 pr. 42 in. tongs 2.00
1 20 in. spanner wrench 1.00
1 29 in. spanner wrench 1.00
1 18 in. spanner wrench .75
1 29 in. spanner wrench 1.00
1 54 in. spanner wrench 1.50
1 30 in. spanner wrench 1.25
1 39 in. spanner wrench 1.50
1 29 in. spanner wrench 1.00
1 27 in. spanner wrench 1.00
1 18 in. spanner wrench .75
1 Westinghouse air commutator puller 5.00
1 commutator press, adjustable 15.00
1 18 in. Coes wrench 1.25
1 12 in. Coes wrench .60
1 8 in. Coes wrench .43
1 12 in. tinners snips, curved jaw .90
1 % in. x 8 in. cold chisel .40
1 10 in. bastard file .10
1 14 in. wood rasp .35
1 turner brazing torch 6.75
1 12 in. bellows 1.08
1 electric testing bell 1.00
1 2 lb. B. P. hammer .65
1 string lamp, 50 ft. wire 2.25
1 adjustable shear 3.00
1 5 gal. oil can .95
1 oil ring puller 2.00
1 A. C. Ind. tester 35.00
1 5 lb. sledge .45
2 armature wrenches 2.00
1 1,000 lb. Weston chain block 10.00
2 brass pulley wheels 2.00
1 12A brass field form 25.00
1 Westinghouse air motor field form 15.00
2 Westinghouse armature coils, No. 3 50.00
1 field coil form for Christensen 5.00
1 15 in. x 32 in. galv. dip tank, with cover 7.50
2 10 in. x 24 in. x 4 in. galv. iron pans 2.60
1 patent pinion puller 5.00
6 wooden horses 12.00
1 pr. 14 in. Taylor shears 1.50
1 6 ft. swinging crane 5.00
1 wooden bench, 30 in. x 10 ft 10.00
1 30 in. spanner wrench 1.25
1 1,000 lb. Howe platform scale 28.00
1 14 in. caliper .54
1 commutator tightener 5.00
6
1
1
4
10
2
1
1
1
51
1
1
50
30
1
4
6
3
7
3
25
2
3
2
4
20
12
25
25
1
24
15
16
64
12
6
72
3
4
1
2
1
1
1
1
1
1
1
1
1
1
1
VALUATION—SOUTH CHICAGO CITY RAILWAY.
WRECK CAR.
Present
Value.
ft. Y, in. x *ZX/ in. chain $ 3.60
ft. p2 in. x 2 in. chain .55
pair 18 in. pony wheels on axle 10.00
4 ft. draw bar 3.00
wreck car appliances 20.00.
miscellaneous blocking and timbers 5.00
ft. ^ in. x 2 in. straight link chain, hook and eye 1.00
stone jacks 126.75
36 in. wagon wheel 10.00
double sheave 9 in. press steel tackle block 1.62
triple sheave 9 in. press steel tackle block 2.25
ft. 1 in. manilla rope 6.19
double sheave 8 in. wood tackle block 1.03
triple sheave, 8 in. wood tackle block 1.53
ft. 1 in. manilla rope 6.19
ft. straight link chain, Y in. x l^g in 1.80
16 in. wagon wrench 1.00
4 ft. jack handles 1.60
No. 2 shovels - 3.00
snow shovels .90
22 in. Barrett jacks 96.25
picks 1.80
ft. V/x in. manilla rope 1.85
Pittsburg press steel car replacers 10.00
Johnson press steel car replacers 22.50
Snow press steel car replacers 10.00
T. & P. press steel car replacers 15.00
ft. IN? in. straight link chain, with hooks 1.50
ft. Yx in. x 3N? in. straight link chain, with hooks 3.10
ft. Y in. x 2Y in. straight link chain, no hooks 3.60
ft. Y in. x 2J/2 in. straight link chain, no hooks 2.50
wagon wheel slider 3.00
ft. Yx in. x 2Y in. link chain, with hook 5.20
ft. N? in. x 2l/x in. link chain, with hook 2.25
ft. Yi in. x 2 in. twist link chain 2.50
TRAINMEN'S TOOLS.
tool bags and tools 185.60
tool bags and tools 50.40
tool bags and tools 23.70
lanterns, complete 43.20
lantern globes .53
CAR BARN—NIGHT REPAIRS.
12 in. double flat wrenches, y2 in. nut 2.20
12 in. double forged S. wrenches .45
14 in. double forged S. wrenches, Y in. and Yx in- nut 1.20
16 in. double, for Y in. and Yx in. nut .55
17 in. double, for Yx in. and Y, in. nut .60
9 in. double, for N> in. nut .40
10 in. double, for Y in. and Yx in. nut .40
6N> in..double, for Yx in. and Y in. nut .25
6 in. double, for Yx in. and i5s in. nut .20
16 in. single end forged steel wrench, Y in. nut .40
20 in. single end forged steel wrench, Y in, nut .50
18 in. single end forged steel wrench, 1 in. nut .65
23 in. single end forged steel wrench, 1% in. nut .85
24 in. single end forged steel wrench, V/$ in. nut .85
TOOLS, MATERIALS AND SUPPLIES. 387
Car Barn—Night Repairs—Continued.
Present
Value.
1 22 in. single end forged steel wrench, 1 in. nut $ .65
1 22 in. single end forged steel wrench, y in. nut .50
1 25 in. single end forged steel wrench, in. nut .45
2 12 in. single end forged steel wrench, y in- nut .40
1 15 in. single end forged steel wrench, y in. nut .40
1 20 in. single end forged steel wrench, y in. nut .50
1 21 in. single end forged steel wrench, Y\ in. nut .45
1 24 in. single end forged steel wrench, 1% in. nut .85
1 9 in. single end forged steel wrench, y2 in. nut .25
1 8 in. single end forged steel wrench, $4 in- nut .40
1 10 in. single end forged steel wrench, % in. nut .20
1 10 in. single end forged steel wrench, $4 in. nut .25
1 8 in. single end forged steel wrench, in. nut .30
1 7 in. single end forged steel wrench, in. nut .35-
1 12 in. single end forged steel wrench, y in. nut .40
1 8 in. monkey wrench .45
1 15 in. monkey wrench 1.00
1 12 in. Stillson .90
1 21 in. forged steel socket wrench, y in. sq. nut 2.00
1 20 in. forged steel socket wrench, y in. hex 1.85
1 14 in. forged steel socket wrench, % in 2.35
1 11 in. forged steel socket wrench, y, in .'. 2.25
1 31 in. forged steel socket wrench, Y\ in 2.00
1 40 in. forged steel socket wrench, y in. sq. set screw 2.50
1 16 in. forged steel socket wrench, y in. sq. nut 1.90
1 53 in. steel bar, 1 in. round 2.30
1 48 in. hex. steel bar, % in 2.00
1 61 in. hex. steel bar, 1 in 2.50
1 24 in. hex. steel bar, y in .40
1 36 in. steel bar, y in. round 1.20
2 ll/2 lb. B. P. hammers .50
1 2 lb. B. P. hammer .65
1 \l/2 lb. cross pien hammer .50
1 1 pt. oil can .35
5 1 pt. oil cans 1.75
4 *4 gal- °il cans .40
1 1 g*al. oil can .60
1 2 gal. oil can .80
2 5 gal. oil cans .50
3 1 pt. torches .90
1 10 in. ratchet jack 16.50
6 16 qt. iron pails 1.90
1 mop wringer 1.50
3 mop sticks .57
6 window-brushes 3.84
1 25 ft. extension light 2.25
1 16 ft. extension light 2.25
1 magneto bell 5.00
1 pair 7 in. pliers .55
5 chisels, y in. hex steel, 8 in. long 2.00
2 chisels, % in. hex. steel, 7 in. long .30
1 chisel, y in. hex steel, 6 in. long .40
1 26 in. single end forged steel wrench, ll/2 in. nut 1.75
STORAGE BARN.
1 E-10 controller 55.00
1 12 qt. galv. oiler, car 2.50
V
1
1
1
1
1
1
1
50
2
3
1
1
1
1
8
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
3
2
2
1
2
3
1
1
1
1
1
1
2
2
3
2
1
1
2
1
1
1
1
1
11
VALUATION—SOUTH CHICAGO CITY RAILWAY.
CAR BARN.
Present
Value.
10 ft. ladder $ 1.00
12 in. x 18 in. x 1*4 in. iron block 1.00
12 in. x 9 ft. x 7 ft. tool cupboard 10.00
12 in. x 12 in. x 4 ft. clothes locker 1.00
bolt rack 4.00
18 in. x 4 ft. x 7 ft. tool cupboard 5.00
18 in. x 36 in. x 7 ft. clothes locker 5.00
ft. *4 in. cable, good condition 7.50
6 ft. trestles 3.00
7 ft. trestles 5.25
G in. x 8 in. x 8 ft. pine 1.28
4 ft. x 6 ft. blackboard 3.00
sign .. 3.00
sign 1.00
6 in. x 10 in. x 16 ft. pine 25.60
42 in. x 5 ft. 6 in. filter tank 50.00
38 in. x 48 in. blackboard 3.00
signal light rack 2.00
dash sign rack 2.00
12 ft. wood settee 5.00
CARPENTER SHOP—FLOATING TOOLS.
No. 22 coppered steel torch ,30
1 *4 in. wood turning chisel .50
iy2 in. turning gouge .65
% in. turning gouge .45
Stanley Universal plant, No. 56 10.27
*4 in. gromel set 2.00
24 in. plug bore .25
I 24 in. 12 in. twist drill bit 2.40
force pump air drill, with oil , 5.00
turner No. 3 blow torch 3.25
18 in. jacks, Barrett 42.00
2J4 in. x 16 in. screw jacks 5.00
20 in. Barrett jacks 28.00
6 ft. step ladder 1.00
7 ft. trestles 3.50
3 ft. trestles 3.00
Sterling glass cutter -... 7.50
No. 13 breast drill , 2.80
6 in. malleable- clamp .30
Cushman chuck 4.80
No. 0 New Ideal chuck 4.80
% in. twist drill .77
11 in. twist drills 1.29
24 in. twist drills 1.11
ih in. twist drills 1.47
24 in. twist drills .84
~is in. twist drill .30
]/2 in. twist drill .32
t7<t in. twist drills .56
M in. twist drill .26
II in. twist drill .23
14 in. twist drill -08
VV in. twist drill -11
No. 2 sleeve -SI
12 in malleable clamps 5.50
TOOLS, MATERIALS AND SUPPLIES. 389
Carpenter Shop—Floating Tools—Continued.
Present
Value.
1 canvas stretcher $ 1.00
1 glass plier 1.05
1 putty knife .25
1 24 in. x 12 in. twist drill, air, io in .87
1 24 in. x 8 in. twist drill, air, ik in .60
1 24 in. x 8 in. twist drill, air, 14 in .70
1 24 in. x 8 in. twist drill, air, iu in .85
I 24 in. x 8 in. twist drill, air, i7<r in .45
II in. x 8 in. twist drill 1.36
12 in. x 8 in. twist drill 1.80
1 124 in- x 8 in. twist drill 2.10
1 124 in. x 8 in. twist drill 1.26
1 124 in. x 8 in. twist drill 1.40
1 angle bore 1.08
1 part for air drill 1.50
1 2 in. auger 2.40
1 No. 13 breast drill 2.80
2 25 ft. string lights .... 4.50
6 No. 288-S drop forged wrenches 3.24
3 No. 279 drop forged wrenches 1.26
2 No. 280 drop forged wrenches .84
1 No. 258 drop forged wrench .26
1 T 3926-S drop forged malleable .15
2" T 4115-S drop forged malleable .30
2 T 3927-S drop forged malleable .30
1 12 in. Coes wrench .60
2 12 in. Acme wrenches .. • .45
1 Y% in. x 8 in. cold chisel .65
1 Y in. x 2 in. S wrench .25
1 hand axe, 424 in. blade .65
1 foot adze, 6 in 1.25
1 Chicago pneumatic drill, No. 14 90.00
1 Huther dado head, 10 in. x 124 in. x 124 in. hole 17.95
1 15 in. rip saw, ll/g in. hole, circular 2.70
2 11 in. rip saws, 1% in. hole, circular 2.00
1 12 in. cross cut 2.00
4 24 in. x 18 in. band saw blades 4.60
1 24 in. x 18 in. band saw blade 1.25
2 24 in. x 18 in. band saw blades 2.00
1 24 in. x 18 in. band saw blade 1.00
1 24 in. x 624 in. x 1 in. emery wheel for gumming saw 1.04
1 Renshaw ratchet drill 7.95
1 24 in. x 7 in. x 1 in. emery wheel for gumming saw .70
1 1 in. x 5 in. x 1 in. emery wheel for gumming saw .65
1 24 in. x 7 in. x 1 in. hole emery wheel .50
1 124 in. x 6 in. buffing head .70
2 1 in. x 824 in. x 1 in. felt grinding wheels 3.00
4 8 ft. x 14 ft. 6 in. single sheeting barn doors 120.00
1 42 in. x 58 in. drawing board, with 2 horses 10.00
1 24 in. band saw filing clamp 3.00
1 18 in. x 26 in. galv. waste can 3.00
1 16 in. x 22 in. galv. waste can 2.25
TEMPLATES.
1 pattern for body center sill iron plates 3.50
5 patterns for outside plates 5.00
8
2
2
7
6
2
8
2
2
2
1
5
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
1
3
5
3
1
2
2
2
2
1
4
1
3
3
10
15
10
4
2
2
1
2
3
VALUATION—SOUTH CHICAGO CITY RAILWAY.
Templates—Continued.
Present
Value.
patterns for vestibule floor joint $ 6.00
patterns for buffer irons 4.50
patterns for vestibule buffer planks 10.00
patterns for vestibule window stools 2.00
patterns for body posts 7.00
patterns for vestibule door guides 3.00
patterns for fore hoods 10.00
patterns for deck and transom 1.00
patterns for hurricane deck 5.00
patterns for draw bar 3.00
pattern for end sill 3.00
patterns for window stops 3.00
pattern for rubbing board ladle .75
pattern for deck carline .. .. . 2.25
pattern for door header 4.00
pattern for broom sticks 3.50
30 in. x 108 in. work bench 8.00
12 in. x 36 in. x 72 in. tool cupboard 8.00
30 in. x 12 in. painters' bench 8.00
34 in. x 48 in. x 66 in. cupboard 8.00
36 in. x 54 in. glass cutting bench 8.00
14 in. x 14 in. x 48 in. cabinet for fire extinguisher 1.00
14 in. x 5 ft. 7 in. x 48 in. bolt rack 10.00
19 in. x 26 in. x 6 ft. clothes locker 3.00
motor support and brackets 10.00
8 in. x 26 in. x 5 ft. screw cabinet, oak 7.00
12-hole bolt rack...*. 3.00
16 in. x 7 ft. x 8 ft. paint cupboard 10.00
glass rack, 36 in. x 6 ft. x 14 ft 25.00
moulding rack 10.00
18 in. x 36 in. x 7 ft. tool cupboard 10.00
PAINT SHOP—FLOATING TOOLS.
3J/2 in. varnish brushes 2.30
2^2 in varnish brush .82
3 in. Fitch flow, varnish, brushes—D. thick 1.83
2 in. Fitch flow, varnish, brushes—D. thick 2.00
1 y2 in. Fitch flow, varnish, brushes—D. thick .95
1 in. Fitch flow, varnish brush—D. thick .20
2 in. camel hair brushes 1.25
1 in. camel hair brushes .58
2 in. chisel bristol brushes .44
3l/2 in. wall brushes 1.40
6/0 round brush 1.60
No. 9 sash brushes 1.00
No. 6 sash brush .15
3^2 in. wall brushes 2.10
deck cut stencils 2.00
miscellaneous cut stencils 8.00
miscellaneous pounce stencils 5.00
number stencils 6.00
cut stencil monograms 2.00
pounce stencil monograms 1.00
pair cut stencil for concave panel 3.00
pair pounce stencil, H. W. & C. E. Ry. Co. in full 6.00
pair pounce stencil, S. C. C. Ry. Co. in full 6.00
sets vestibule stencils 1-00
TOOLS, MATERIALS AND SUPPLIES. 391
Paint Shop—Floating Tools—Continued.
Present
Value.
3 paint strainers, John Black $ 4.90
2 6/0 round car scrub brushes 2.10
1 6/0 round car scrub brush 1.05
1 stencil brush .50
7 12 qt. galv. pails 1.17
1 10 qt. galv. sprinkler .40
1 stripping brush .15
3 chamois skins .81
1 Coles No. 2 patent gilding wheel 1.00
2 rolls in- aluminum ribbon .58
1 2 in. camel hair brush .62
8 books aluminum leaf 1.20
1 Wonder graining rule 1.25
1 set Henry Taylor's graining combs 3.00
2 2in. scrapers 1.30
10 top sign pounce patterns 8.00
24 deck sign pounce patterns 10.00
ENGINE ROOM—FLOATING TOOLS.
1 Borden's stock and die 10.00
1 Crane No. 3 stock and die 3.00
1 Saunders No. 2 pipe cutter 1.35
1 Saunders No. 1 pipe cutter .90
1 Barnes No. 3—3 wheel 2.50
1 Crane No. 0 pipe cutter .75
1 Armstrong No. 2A pipe vise 4.30
1 1 pt. coppered steel oil can, 3 in. spout .25
1 Crane adjustable die, up to 4 in. pipe 16.60
1 Barnes No. 4 pipe cutter—3 wheel 6.00
1 No. 4 pipe cutter 3.85
2 5 ft. chain tongs 10.00
1 turbine waste cleaner 155.00
1 24 in. x 28 in. galv. waste can 3.00
1 18 in. x 22 in. galv. waste can 2.25
1 bung bore 1.25
25 ft. in. extra heavy air hose 6.25
2 penholders .05
1 desk lamp 2.40
1 18 in. x 24 in. galv. ash can 3.50
1 Parker vise, 5*4 'n- Jaw 14.00
1 3j4 i*1- x 33 in. iron pulley 2.30
1 foot adze, 5 in. cut 1.25
1 No. 8 Universal injector 59.50
1 10 in. spanner wrench .50
2 No. 2 shovels 1.00
10 ft. 1*4 in- belt tightener 10.00
1 36 in. bolt cutter 4.00
1 40 ft. extension ladder 4.80
1 .36 in. x 52 in. wood circular saw table 50.00
1 12 in. circular saw 2.00
2 3*4 in. x 9 in. iron pulleys . 2.50
1 20 in. x 24 in. waste can 3.50
1 Vi ton Harrington chain block 10.00
1 Schwartz 6 in. gong : . . . ; 6.00
1 Schwartz 8 in. gong 3.00
1 valve grinding set 90.00
392 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Engine Room—Floating Tools—Continued.
Present
Value.
1 7 ft. trestle $ 1.75
40 ft. 3/& in. air hose 7.20
100 ft. 2 in. manilla rope 17.42
500_ ft. 1 in. manilla rope 20.63
1 Dudgeon hydraulic jack, 30 ton 110.00
1 Norton 15 ton ratchet jack 16.50
1 Dudgeon 20 ton hydraulic jack 82.50
2 2 B 9 Buda jacks 11.25
1 No. 4 Joyce jack 12.00
1 12 in. x 1 in. screw jack 1.75
110 ft. ll/2 in. manilla rope 11.07
5 ft. */2 in. x 254 in. str. link chain, hook and eye .75
8 ft. 54 in. x 3 in. str. link chain, hook and eye 1.00
8 ft. Yz in. x 2 in. twist link chain, hook and eye 1.00
1 gasoline blow pot 3.50
50 ft. 1 in. 4-ply hose 8.75
1 60 ton Dudgeon hydraulic jack 167.50
1 trowel 1.10
3 belt scrapers ." 2.10
1 awl .25
1 curve scraper 1.00
1 No. 13 Joyce jack 12.00
1 10 in. x 1^2 in. screw jack 1.50
1 12 in. malleable clamp .50
2 10 in. malleable clamps .90
1 9 in. malleable clamp .35
1 36 in. chain tongs 4.65
1 36 in. trimo 4.00
I 12 in. sledge .85
1 15 in. alligator wrench .55
1 blow torch 3.25
1 Liberty tube cleaner 75.00
1 Liberty tube cleaner 25.00
1 1 qt. oil can, 12 in. spout .60
4 journal bearing scrapers 2.00
1 Parker 4 in. jaw vise 7.50
2 3 qt. coppered oilers, open top 3.00
1 1 qt. coppered oiler, open top .90
1 2 qt. coppered oiler, open top .60
6 1 qt. funnels .. .90
1 1 qt. oiler .40
1 boiler tube cutter ... 10.00
2 boiler tube rollers 12.00
1 24 in. x 6 ft. bench, 2 drawers 8.00
1 22 in. x 5 ft. x 6 ft. oil cupboard 10.00
1 21 in. x 5 ft. x 7 ft. clothes locker 10.00
1 28 in. x 5 ft. table 2.00
2 straight back chairs 1.56
1 oak tool cabinet 5.00
1 14 in. x 52 in. x 7 ft. bench 10.00
1 12 in. x 24 in. x 7 ft. clothes locker 3.00
1 No. 3 fan, Buffalo Forge Co 20.00
1 iVz lb. B. P. hammer -40
1 12 in. Coes wrench -60
1 draft gauge 2.50
1 desk fan 7.50
2 inkwells -20
TOOLS, MATERIALS AND SUPPLIES. 393
Engine Room—Floating Tools (Continued).
Present
Value.
1 12 in. hack saw frame $ .50
1 1*4 in. ball pene hammer .65
6 cold chisels 2.50
10 in. x % in. x 3*4 in latch steel wheelox 15.00
1 18 in. hacksaw frame 1.50
2 5 gal. oil cans 1.00
1 1 pt. coppered steel oiler .25
1 8 in. Coes wrench ..45
2 12 in. Coes wrenches 1.20
1 iy2 lb. ball pene hammer .60
1 10 in. Stillson wrench .65
1 1 qt. coppered oiler .60
1 24 in. x 26 in. waste can 3.00
1 14 in. bellows ■ 1.50
1 22 in. Barrett jack 14.00
1 2 qt. coppered oiler 1.15
1 1 qt. tin oiler .35
1 corn broom .25
2 18 in. floor brushes 3.80
1 mop wringer 2.50
25 ft. 1^4 in- 4-ply wire steam hose 14.20
2 furnace hoes 4.00
2 spades, furnace 4.00
2 rakes, furnace 4.00
1 1,000 lb. Fairbank iron platform scale 32.50
8 No. 7 scoops 4.80
25 ft. 1^4 in- 4-ply steam hose 12.45
3 iron tray tubular wheelbarrows 22.50
1 corn broom .25
1 10 ft. iron leg settee 3.00
1 1 pt. copper oiler .60
1 pair rubber gloves 1.00
3 sand papering blocks 1.50
1 30 in. x 6 ft. drawing table and horses 10.00
1 400 degree thermometer 4.00
1 10 in. Trimo wrench .70
ARMATURE ROOM—FLOATING TOOLS.
12 ft. shelving .75
ATTIC ROOM—OFFICE BUILDING.
75 board ft. pine 5.00
Total $5,813.66
PATTERNS.
dumber.
Pieces.
Value.
Number.
Pieces
Value.
1
3
$ 22.00
9
3
$26.90
2
2
16.75
10
3
27.25
3
2
23.00
11
1
12.00
4
2
16.50
12
1
10.60
5
4
28.00
13
1
16.60
6
1
14.00
14
1
8.60
7
9
21.75
15
2
10.40
8
2
17.40
16
4
12.80
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TOOLS, MATERIALS AND SUPPLIES.
395
Patterns—Continued.
Number.
Pieces.
Value
Number.
Pieces.
Value.
133
1
$0.50
191
1
$2.80
134
1
5.00
192
5
5.60
135
1
1.20
193
3
2.50
136
1
.50
194
3
1.20
137
1
.40
195
4
5.70
138
1
.90
196
2
16.00
139
6.60
197
24
9.00
140
3
2.00
198
2
2.20
141
4
3.60
199
1
1.10
142
2
6.20
200
1
6.70
143
1
5.80
201
1
1.00
144 *
1
1.20
202
1
5.60
145
1
3.00
203
1
3.00
146
1
2.80
204
1
.90
147
1
12.00
205
1
5.50
148
1
13.50
206
1
3.00
149
3.60
207
1
2.40
150
1
10.80
208
1
3.00
151
1
8.00
209
8.80
152
1
3.20
210
1
6.60
153
1
.50
211
1
6.00
154
1
4.20
212
1
5.20
155
1
.60
213
1
3.00
156
12.00
214
1
.60
157
7.00
215
1
1.20
158
9.00
216
.90
159
1
1.20
217
1
1.00
160
1
5.00
218
1
.60
161
1
.80
219
1
1.40
162
1
6.00
220
1
1.20
163
1
6.80
221
6.00
164
1
3.60
222
1
3.50
165
1
3.40
223
1
1.90
166
1
.50
224
1
2.40
167
1
2.40
225
1
1.80
168
1
3.60
226
1
.90
169
1
5.80
227
1
1.20
170
1
6.00
228
1.20
171
1
2.50
229
1
1.80
172
1
.60
230
1
15.60
173
8.50
231
1
8.00
174
1
6.75
232
1
2.40
175
3.60
233
1
3.00
176
1.20
234
1
2.80
177
1
1.80
235
1
1.50
178
1
1.10
236
1
6.00
179
1
16.50
237
1
3.00
180
1
5.00
238
1
2.40
181
1
1.60
239
3.40
182
1
6.20
240
1
3.00
183
1
3.80
241
1
.50
184
1
6.20
242
1
1.00
185
1
6.00
243
1
5.00
186
1
.50
244
1
1.20
187
1
.60
245
1
1.30
188
1
.60
246
3.20
189
-i
±
6.00
247
1
.60
190
i
X
2.80
248
1
.50
396 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Patterns—Continued.
Number.
Pieces.
Value.
Number.
Pieces.
Value.
249
1
$0.20
307
1
$2.40
250
1
.30
308
3.70
251
1
.30
309
1
3.10
252
3.60
310
1
8.00
253
1
1.20
311
1
13.00
254
1
1.00
312
1
12.60
255
1
.90
313
1
4.00
256
1
25.00
314
1
3.00
257
1
.80
315
1
3.00
258
1
6.60
316
1
4.80
259
1
5.60
317
1
1.80
260
1
3.00
318
1
• 6.00
261
1
2.00
319
1
.50
262
1
1.50
320
1
.40
263
1
12.10
321
1
3.00
264
1
1.80
322
1
5.90
265
2.60
323
1
3.00
266
1
5.80
324
1
3.80
267
1
3.00
325
1
6.20
268
1
.70
326
2
1.80
269
1
1.20
327
1
14.00
270
1
3.60
328
1
11.00
271
1
1.80
329
1
1.80
272
1
1.30
330
1
2:40
273
5.80
331
1
5.80
274
.60
332
1
5.70
275
1
.90
333
1
16.00
276
1
3.60
334
1
.90
277
3.00
335
1
5.00
278
1
1.80
336
1
10.00
279
1
2 10
337
1
3.20
280
1
J.60
338
1
3.60
281
1
1.20
.339
1.20
282
1
4.80
340
3.50
283
1
.60
341
1
.40
284
1.90
342
1
.60
285
1
.80
343
1
.70
286
.60
344
1
.50
287
1.80
345
13.20
288
1
J. 50
346
2.40
289
1
8.00
347
3.30
290
1
.40
348
1
1.80
291
1
1.50
349
1
1.20
292
1
3.00
350
1
.30
293
1.80
351
1
1.80
294
2
.60
352
1
.35
295
4
1.20
353
1
.75
296
6
1.80
354
1
.40
297
2
.60
355
1.80
298
1
1.00
356
.50
299
1
.80
357
1
.70
300
1
.60
358
6
5.40
301
1
.30
359
11
3.00
302
6
1.00
360
12
3.30
303
3
.60
361
6
2.60
304
1
3.00
362
2
.30
305
1
4.00
363
10
1.80
306
1
1.20
364
12
2.40
TOOLS, MATERIALS AND SUPPLIES.
397
Patterns—Continued.
Number.
Pieces.
Value.
Number.
Pieces.
Value.
365
3
$0.50
423
1
$1.30
366
1
.60
424
1
3.10
367
1
.20
425
1
2.40
368
1
.15
426
1
1.10
369
1
.15
427
1
1.80
370
1
.15
428
1
1.20
371
1
.70
429
1
1.00
372
1.00
430
1
6.00
373
1
3.60
431
1
1.20
374
1
3.00
432
30.50
375
1
4.60
433
1
12.00
376
1
5.20
434
1
15.00
377
1.80
435
16.00
378
1.80
436
1
9.20
379
1
5.60
437
1
12.00
380
1
5.00
438
1
5.50
381
1
4.80
439
1
9.70
382
1.20
440
1
10.00
383
1
2.60
441
1
6.20
384
1
3.00
442
5.80
385
1
3.20
443
1
5.00
386
.60
444
1
4.20
387
1
2.60
445
10.20
388
1
1.20
446
1
5.00
389
1
1.80
447
4.80
390
1
2.40
448
1
6.00
391
1
1.50
449
1
3.30
392
3
5.00
450
3.80
393
1
1.20
451
1
11.50
394
3
1.30
452
2
9.40
395
2
.60
453
2
10.00
396
4
4.25
454
2
11.20
397
1
.65
455
1
2.40
398
1
1.20
456
1
12.00
399
2
.90
457
1
5.30
400
1
.80
458
1
3.80
401
1
.40
459
1
8.20
402
1
1.80
460
1
2.80
403
6
1.00
461
1
6.00
404
7
1.20
462
1
3.00
405
6
.90
463
1
2.40
406
5
1.20
464
1
6.10
407
10
2.40
465
1
9.60
408
5
1.90
466
1
3.60
409
2
.70
467
1
15.90
410
1
.60
468
1
4.30
411
2
.40
469
1
14.30
412
1
3.00
470
1
15.00
413
1
.25
471
1
14.00
414
1
.60
472
1
3.60
415
1
.60
473
1
3.20
416
2
1.20
474
1
3.00
417
24
12.00
475
5.00
418
6
1.20
476
1
3.00
419
1
3.50
477
1
2.40
420
1
3.00
478
1
5.00
421
1
4.00
479
1
2.40
422
1
.90
480
1
3.60
398 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Patterns—Continued.
Number.
Pieces.
Value.
Number.
Pieces.
Value.
481
3
$ 9.50
539
1
$0.30
482
1
5.40
540
1
.45
483
1
2.40
541
1
.65
484
1
3.20
542
3.00
485
1
11.40
543
1
.65
486
1
15.60
544
1
.60
487
1
3.60
545
1
. .30
488
1
5.40
546
17.00
489
1
6.30
547
9.80
490
1
3.00
548 .
1
6.00
491
1
10.00
549
1
4.60
492
2
15.80
550
1
5.40
493
3
*
5.40
551
1
3.00
494
2
4.50
552
1
2.60
495
1
3.60
553
1
2.60
496
1
.40
554
1
3.60
497
1
2.50
555
13.20
498
1
3.00
556
1
3.00
499
1
8.00
557
1
3.00
500
1
12.80
558
1
.25
501
1
9.00
559
1
1.20
502
1
2.40
560
1
3.70
503
1
3.00
561
1
2.40
504
1
2.20
562
1
16.20
505
1
2.00
563
1
4.90
506
1
.90
564
21.10
507
1
1.50
565
1
12.80
508
1
1.50
566
1
6.50
509
1
.90
567
1
4.20
510
1
36.50
568
1
6.90
511
1
32.60
569
1
8.60
512
1
1.20
570
1
9.90
513
1
3.60
571
10.20
514
1
1.20
572
1
9.00
515
1
3.60
573
1
12.00
516
1
.60
574
1
9.80
517
1
1.80
575
1
5.40
518
1
3.00
576
1
8.00
519
1
2.40
577
15.00
520
1
1.80
578
1
10.60
521
1
6.00
579
1
16.20
522
1
9.00
580
1
3.30
523
6.40
581
1
5.80
524
1
3.20
582
2.40
525
1
4.00
583
4.60
526
1
1.80
584
1
12.80
527
1
3.00
585
1
18.90
528
1
2.40
586
1
6.20
529
1
1.30
587
1
8.00
530
3
2.40
588
1
6.00
531
4
1.20
589
4.40
532
2
.90
590
1.20
533
1
1.50
591
3.20
534
1
.30
592
1
22.70
535
1
.90
593
1
6.00
536
2
1.25
594
1
4.50
537
1
3.25
595
1
5.00
538
1
.60
596
1
4.60
TOOLS, MATERIALS AND SUPPLIES.
399
Patterns—Continued.
Number.
Pieces.
Value.
Number.
Pieces.
Value.
597
1
$5.40
632
2
$6.90
598
4
14.80
633
2
5.40
599
1
12.30
634
3
.75
600
1
6.00
635
1
6.20
601
1
5.40
636
1
3.10
602
1
13.50
637
1
2.00
603
1
.30
638
1
1.80
604
1
3.20
639
3.00
605
1
2.00
640
1
1.60
606
2.00
641
1
3.60
607
1
10.00
642
1
2.60
608
1
6.80
643
3.80
609
2
3.00
644
1
3.20
610
2
3.00
645
1
2.80
611
2
3.00
646
3.30
612
1
1.50
647
1
2.50
613
1
15.00
648
1
4.80
614
1
16.00
649
1
5.50
615
3.50
650
1
6.00
616
1
14.50
651
1
5.40
617
1
18.20
652
1
5.50
618
1
6.30
653
1
5.00
619
1.20
654
1
4.60
620
1
.60
655
1
5.80
621
1
1.85
656
5.40
622
1
2.60
657
2
3.20
623
1
17.40
658
1
50.80
624
1
4:20
659
2
2.80
625
1
3.00
660
3
3.25
626
1
2.00
661
3
3.25
627
1
.90
662
3
3.20
628
1
13.70
663
3
3.20
629
1
4.80
664
3
3.30
630
4
4.80
631
1
3.20
Total. , .
. $3,484.95
SCRAP MATERIAL.
Present
Value.
55 tons scrap iron $ 550.00
3 tons scrap copper 870.00
Total $1,420.00
SUPPLIES AND BOOKS IN OFFICES.
10 No. 2 galv. stock pails $ 3.30
500 S. C. C. Ry. Co. large letterheads ■ 1.00
500 yellow second sheets .55
500 letterheads, law department 1.50
25 sheets carbon paper .75
8 starters' books 1.00
205 M. transfers 28.70
1 M. red trip sheets 1.50
1 M. black sheets 1.50
500 sprinkler reports 1.87
500 conductors' reports ' .65
I
308
500
500
100
400
500
500
500
100
100
100
200
200
2
000
500
100
890
000
440
Yz
l
991
100
291
4 y3
2
100
100
145
375
132
395
35
25
181
18
2
100
,000
21
24
,440
665
149
78
78
9
5
VALUATION—SOUTH CHICAGO CITY RAILWAY.
Supplies and Books in Offices (Continued).
Present
Value.
service badges $ 107.80
deposit envelopes 1.45
delay reports .60
M. transfers 14.00
folders, No. 481 F, numerical 2.00
6^2 in. envelopes, S. C. C. Ry .75
postal cards, printed forms, stamped 6.50
General Manager letter heads , 1.50
storekeeper's monthly reports .15
sheets yellow paper .10
6j/2 in. envelopes .15
pay roll sheets 2.70
earnings reports 1.80
binders, loose leaf holders 6.60
coin wrappers 2.70
stamped and printed envelopes 11.50
6^2 in. envelopes .15
books, employes' tickets 26.70
white employes tickets 19.60
books, employes tickets, blue 17.60
doz. No. 8053 padlocks 5.10
doz. common padlocks 3.00
books school tickets 14.87
trip sheet covers 17.50
rule books 209.52
gross small buttons, new 16.25
doz. large buttons, new 1.25
conductors' badges, style in use 30.00
motorman's badges 30.00
old badges, motormen 50.75
small black badges, enameled 124.69
old style, conductors', badges 46.20
hard paper badges, numbers 59.25
metal 2 horn whistles 5.25
celluloid whistles 3.13
miscellaneous badges 45.25
shield badges 6.30
police stars 2.50
numbers, brass finish 4.00
numbers, brass finish 30.00
silver badges, old style 7.35
punches, never used 25.00
large buttons 75.00
small buttons 43.42
rule books 107.28
punches 97.50
telephone keys 5.85
telephone keys -68
stock, record and summary books 1,000.00
tons soft coal 8.75
Total $2,342.31
EXHIBIT X.
PAVING
EXHIBIT X
PAVING
SUMMARY
Pavement. Double Track No. of
in Miles. Sq. Yards.
Macadam 3.407 36,714
Granite 2.737 25,693
Brick 0.944 4,430
Slag 7.973 80,590
Cinders 1.976 23,536
Dirt 0.541 5,714
Gravel 0.036 341
Oak Plank ' 0.188 1,990
Cedar 0.376 3,534
Pavement, in special work
Total 18.178 182,542 '
Price per
Yard, New.
Total Cost,
New.
Present
Value.
0.75 plus 15%
3.60 plus 15%
2.30 plus 15%
.75 plus 15%
.30 plus 15%
.30 plus 15%
.60 plus 15%
1 .30 plus 15%
1 .10 plus 15%
$31,665.80
106,369.00
11,717.30
69,508.80
8,119.90
1,971 .30
235.10
2,975.00
4,470.50
4,920.20
$26,314.32
95,367.15
8,936.00
50,253.48
6,505.22
1,379.93
223.53
2,082.53
3,352.88
4,212.02
$241,982.90 $198,627.06
PAVING DATA.
4^
15-
To
From
Street.
Distance Width
in ft. of of
Double Paving
Track. in ft.
Kind of
Pavement.
Present
Madison Ave... .63rd St 64th St 660 16
64th St Madison Ave Star Ave 335 16
64th St Star Ave Stony Is. Ave. .1,033 16
75th St Stony Is. Ave. ... Railroad Ave... 7,041 16
75th St Railroad Ave Coles Ave 508 16
75th St Coles Ave Bond Ave 473 16
75th St Bond Ave Lake Ave 530 45
Yates Ave 268'N. of 68th st. 71st St 2,265 28
70th St Jeffrey West. 1950' . . .1,950 15
71st St Yates Ave Coles Ave 506 16
Coles Ave 71st St 75th St 2,857 18
Coles Ave 75th St 79th St .3,715 18
Cheltenham PI. .Coles Ave........ 79th St 466 18
79th St Stony Island Ave. Exchange Ave,.. 8,957 18
79th St Exchange Ave.... Ontario Ave. ..1,653 18
Ontario Ave. . . .79th St 80th St 662 16
Ontario Ave.... 80th St 83rd St 1,986 18
83rd St Ontario Ave Superior Ave.. . 330 18
Superior Ave. .. 83rd St 87th St 2,649 18
87th St Superior Ave.. . . .Buffalo Ave. . . . 229 18
Buffalo Ave. . . .87th St 92nd St 3,325 16
92nd St Comrpercial Ave. .Ewing Ave 2,282 16
Ewing Ave 92nd St N. end of N.
bridge approach 140 16
Ewing Ave N. end of North S. end-of South
bridge approach bridge approach 675 18
Macadam
Granite blk.
Macadam
Macadam
Macadam
Macadam
Macadam
Macadam
Slag
Macadam
Dirt
Cinders
Cinders
Slag
Slag
Macadam
Slag
Slag
Slag & cind.
Slag
Granite blk.
Brick
Granite
Oak plank
No. of
sq. yds.
Unit
Price.
%
Dep.
Value
per sq.
yd.
Total
Present
Value.
1,173 $0.75
15 -1
1 .638
S 748.35
596
3.60
0
3.60
2,145.60
. 1,836
.75
15
.638
1,171 .35
12,517
.75
20
.60
7,510.20
903
.75
10
.675
609.50
841
.75
10
.675
567 .65
2,650
.75
10
.675
1,788.75
7,047
.75
10
.675
4,756.70
3,253
.75
97
.03
97.55
900
.75
05
.713
641 .70
5,714
.30
30
.21
1,199.90
7,430
.30
05
.285
2,117.55
932
.30
05
.285
265.60
17,914
.75
20
.60
10,748.40
3,306
.75
20
.60
1,983.60
1,177
.75
20
.60
706.20
3,972
.75
25
.563
2,236.20
660
.75
25
.563
371 .55
5,298
.75
25
.563
2,982.75
458
.75
25
.563
257.85
5,911
3.60
123^
3.15
18,619.65
4,057
2.30
25
1 .725
6,998.33
249
3.60
10
3.24
806.76
1,350
1 .30
30
.91
1,228.50
Street.
From
To
Distance Width
in ft. of of
Double Paving
Track. in ft.
Kind of
Pavement.
No. of Unit %
sq. yds. Price. Dep.
Ewing Ave S. end of South
bridge approach. 102nd St 6;682
Ewing Ave 102nd St '. . . 104th St 1,330
Ewing Ave 104th St 106th St 1,330
Indianapolis Av Ewing Ave 106th St 4,746
106th St Indianapolis Ave. Avenue "H" . . .2,328
106th St Avenue "H" Ewing Ave 660
106th St Ewing Ave Cal. River bridge
approach.... 2,450
106th St Cal River bridge and approaches. 320
106th St -.West end of bridge
approach Torrence Ave.. . 3,867
Torrence Ave. . . 172' S. of 106th.. . 104th St 1,406
104th St Torrence Ave. . . .Commercial.. . . 1,353
Commercial 104th St S. Chicago Ave. 7,486
. . . .S. Chicago Ave . . .87th St 3,990
87th St 83rd St 2,809
Exchange Ave. .83rd St 79th St 2,649
70th St. Yates Ave Jeffrey Ave. . . .2,669
Stony Island Av.64th St 67th St 1,991
Stony Island Av.67th St 73rd St 3,977
Stony Island Av.73rd St 79th St 3,976
Lake Ave Loop 384
Madison Ave... .Loop 420
16 Granite
16 Macadam.
22 Cinders. . .
22 Slag.
18 Cinders
20 Cinders
11,844 $3.60
2,365
3,251
11,601
4,656
1,467
.75
.30
.75
.30
.30
10
10
30
30
30
30
10 Slag & cinders 2,722 .75 25
18 Oak plank 640 1.30 30
13J^Cinders 5,800
18 Slag 2,812
18 Slag 2,706
18 Slag 14,972
16 Granite 7,093
18 Slag 5,618
18 Slag . 5,298
16 Slag 4,745
8 Macadam 1,770
8 Macadam 3,535
8 Cedar block 3,534
8 Gravel 341
8 Brick 373
Present
Value
per sq.
yd.
Total
Present
Value.
$3
.30 25
.75 20
.75 20
.75 35
3.60 10
.75 20
.75 15
.75 1.00
.75 30
.75 30
1 .10 25
.60 05
2.30 10
3.
24 $ 38,374.56
675 1,596.38
21 682.71
525 6,090.52
21 977.76
21 308.07
363 1,532.49
91 582.40
225 1,305.00
60 1,687.20
60 1,623.60
49 7,336.28
24 22,981.32
60 3,370.80
,638 3,380.12
,525 929.25
,525 1,855.88
,825 2,915.55
57 194.37
.07 772.11
Total $169,056.56
Engineering organization and incidentals, 15% 25,358.48
Total Cost, new
$194,415.04
O
OS
PAVING IN SPECIAL WORK.
No. of Extra Unit
Location Description Kind of Pavement Pavement Displaced Sq. Yds. . Value
75th St and Coles Ave...D. T. Crossing Brick Cinders 450 $1,955
75th St and Coles Ave...Curves 4 Quad. Brick Extra 142 2.243
Ewing Ave. and 102d St.D. T. Br'ch-Off Granite Extra 140 3.726
Ewing Ave. and 102d St.D. T. Br'ch-Off Brick Extra 27 2.242
Ewing Ave. and Indian¬
apolis Ave D. T. Br'ch-Off Granite Extra 107 3.726
Stony Island Ave. and
79th St D. T. Br'ch-Off Granite Extra 267 3.726
Lake Ave. Loop Gravel Extra 363 .71
Madison Ave. Loop Brick Extra 377 2.07
Total 1,873
SUMMARY OF PAVING IN SPECIAL WORK.
New Pavement
Brick
Brick
Granite
Slag
Brick
Pavement Displaced
Cinders
Extra
Extra
Extra
Extra
Unit Prices New
Pavement
$2.30 4- 15%
2.30 +15%
3.60 + 15%
.75 + 15%
2.30 + 15%
Unit Price Pave¬
ment Displaced
$0.30+ 15%
No. of Difference in Depre-
Sq. Yd. Unit Price ciation
450 $2.30 15%
169 2.645 15%
514 4.14 10%
363 .8625 5%
377 2.645 ..
Total Extra
Value New
$1,035.00
447.00
2,127.96
313.08
997.16
Total Extra
Value
$ 879.75
318.46
521.64
60.53
398.68
994.84
257.73
780.39
$4,212.02
Total Extra
Present Value
$ 879.75
378.99
1,915.16
257.73
780.39
<
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r
c
>
H
HH
0
1
CO
O
c
H
X
O
X
HH
o
>
o
o
o
HH
H
*<
>
r
>
*3
:Total
$4,920.20 $4,212.02
I
EXHIBIT XI.
FILL
►I
»
FILL.
409
EXHIBIT XI
Fill
SUMMARY.
Cost Per
Material. Cubic Yards Cubic Yard Total Cost
Cinders 13,960 $0.85 $ 11,866.00
Sand 10,172 .60 6,103.20
Slag 121,025 1.55 187,588.75
Sand and Slag 2,800 .85 2,380.00
Stone 380 1.65 627.00
t
Totals 148,337 .... $208,564.95
Organization, engineering and incidentals, 15% 31,284.74
Total cost $239,849.69
FILL DATA
Width Depth
of of
Street. From To Crown. Fill in ft.
Stony Island Av 64th St 67th St 10'0" 0 .5
Stony Island Av 67th St 73rd St 11'5* 1 .0
75th St Stony Island Ave. Constance Ave. .26'0" 1 .5
75th St Constance Ave. . .Railroad Ave.. .26'0" 1 .5
75th St Bond Ave Lake Ave 45'0" 3.0
Lake Ave Loop
Coles Ave 75th St 71st St 20'0" 3.0
Yates Ave 70th St 68th St 19'0" 0.33
Ontario Ave.. . .80th St 83rd St lS'O" 0.5
87th St Superior Ave Buffalo Ave... . 18'0" 4.5
Buffalo Ave. .. .87th St 92nd St 18'0" 7 .0
Ewing Ave.. . . .92nd St 102nd St 18'0" 7 .5
Indianapolis AveEwing Ave 106th St 23'0" 2 .5
106th St Indianapolis Ave. Avenue H 18'0" 0 .5
106th St Avenue H Ewing Ave 20/0" 3 .0
Ewing Ave 102nd St 104th St 18'0" 3.0
Ewing Ave 104th St.. .' 106th St 18'0" 1 .5
106th St Ewing Ave Cal. River 13'6* 4.0
104th St Commercial Ave. .Torrence Ave. . 18'0" 0 .5
70th St Yates Ave Jeffrey Ave. . . . 18/0// 2 .5
106th St Cal. River Torrence Ave. . 18'0" 1.0
Stony I. Ave.. . . 73rd St 79th St lO'O" 3 .0
Distance
in Feet
No. of
Kind of
Unit
Total
of Street.
cu. Yds.
Material.
Price.
Cost.
1990.7
396
Slag 3
H .55
$ 613.80
3977.8
1,915
Slag
1 .55
2,968.25
1669.5
2,620
Slag
1 .55
4,061 .00
5372.
8,431
Slag
1 .55
13,068.05
435.
2,395
Sand
.60
1,437 .00
2,800
Slag sand
.85
2,380.00
2856.8
7,777
Sand
.60
4,666.20
1599.
380
Stone
1 .65
627.00
1986.
689
Slag
1 .55
1,067.95
229.
945
Slag
1 .55
1,464.75
3325.
24,570
Slag
1 .55
38,083.50
6662.
54,128
Slag
1 .55
83,898.40
4746.
11,755
Slag
1 .55
18,220.25
2328.
808
Cinders
.85 >
686.80
660.
1,797
Cinders
.85
1,527.45
1330.
3,325
Slag
1 .55
5,153.75
1320.
1,485
Cinders
.85
1,262 .25
2450.
7,077
Cinders
.85
6,015.45
1352.5
470
Slag
1 .55
728.50
2669.
5,375
Slag
1 .55
8,331 .25
3867.
2,793
Cinders
.85
2,374.05
3976.
6,406
.Slag
1 .55
9,929.30
$208,564.95
EXHIBIT XII.
ADDENDA ITEMS
ADDENDA ITEMS.
413
EXHIBIT XII
DIVISION "A".
Estimate of Deductions to be Made from Estimate if the Tracks
to be Rehabilitated as Provided in the Ordinance be Given
an Average Life of 2^2 Years and the Material be Given a
Second-Hand or Scrap Value, as the Case May Be.
In order to determine the deduction that should be made from
the present value of property of the South Chicago City Railway
Company, due to the fact that the new ordinance, if accepted, pro¬
vides for the rehabilitation of 40 miles of track, the following
method has been adopted.
The total requirement of 40 miles was divided between the
two roads in proportion to the total single miles of track reported
by the two roads. The division thus determined assigns to the
South Chicago City Railway Company 13.6 miles of single track
and to the Calumet Electric Street Railway Company 26.4 miles
of single track.
The ordinance provides for the rehabilitation of 40 miles of
single track within four years, and also provides that this rehabili¬
tation shall be started within one year from the acceptance of the
ordinance, and requires not more than one-third of the work to be
done during the second year. For the purpose of this estimate it
has been assumed that the average time of rehabilitation will be
two and one-half years from date of inventory, and, therefore, an
average life of two and one-half years has been figured upon all of
the rehabilitation track mileage.
The following determination of the loss due to such rehabilita¬
tion has been made. The track has been depreciated for the addi¬
tional two and one-half years from February 1, 1908. At that time
it is assumed that the rails will be taken from the track and sold
as second-hand material, the loss sustained being the difference
between value of rails depreciated for the two and one-half years
and the second-hand value.
In case of substructure, the loss sustained is the remaining
wearing value of the substructure less its scrap value, with the
exception of the excavation, on which work no loss was sustained,
and ballast, on which it was estimated a 25% loss would be
sustained.
In case of overhead construction the depreciation was car¬
ried on for the additional two and one-half years, after which it
was assumed that one-half of the poles would necessarily be scrap,
while the remaining half were given their wearing value.
The trolley and equipment were allowed scrap value at the
end of the two and one-half year period.
SUMMARY.
Track
Overhead trolley construction
Total
$94,792.00
4,420.00
$99,212.00
414 VALUATION—SOUTH CHICAGO CITY RAILWAY.
ESTIMATE OF DEDUCTION TO BE MADE FROM ESTI¬
MATE DUE TO REHABILITATION OF ONE MILE OF
SINGLE TRACK IN TWO AND ONE-HALF YEARS.
Track Work.
Rail.
Average Average Average
Cost New Scrap Value Wearing Value Loss
Rail $5,608.00 $1,018.00 $4,590.00
Average rail depreciation, 12%% of $4,590.00 573.00
$4,017.00
Plus scrap value . 1,018.00
$5,035.00
Credit second-hand value of rail, 120 tons @
$20.00 2,400.00
Loss due to rail $2,635.00 $2,635.00
Substructure.
Average cost new $7,720.00
Ballast, new $2,475.00
Excavation 1,320.00
Scrap 392.00
$4,187.00 4,187.00
Part to be depreciated . .$3,533.00
Average depreciation substructure, 40% ; 2%
years hence, 54%.
54% of $3,533.00 $1,908.00
Stone ballast loss, 25% 619.00
Loss due to substructure $2,527.00 2,527.00
Special Work.
Average cost new per mile $4,096.00
Average depreciation, 40%; 2l/2 years hence,
50%.
50% of $4,096.00 , $2,048.00
Scrap 240.00
$2,288.00 2,288.00
Loss due to special work $1,808.00 1,808.00
Loss per mile of track $6,970.00
Total miles to rehabilitate 13.6
13.6 miles @ $6,970.00 $94,792.00
ADDENDA ITEMS. 415
Overhead Trolley Construction.
Value per mile
in 2J4 years Scrap value Loss
*One-half poles $135.90 $ 32.30 $104.60
Trolley wire 180.80 146.77 33.03
Trolley wire labor 7.25 .... 7.25
Equipment, miscellaneous, labor, etc. 228.27 50.63 177.64
$552.22 $229.70 **$322.52
* It is assumed that one-half the poles will have to be renewed
at this time.
** Assume $325.00 per mile.
Total deduction (13.6 miles @ $325.00 per mile) .$4,420.00
DIVISION "B".
ESTIMATE OF DEDUCTION TO BE MADE FROM ESTI¬
MATE DUE TO REMOVING TRACKS AND OVER¬
HEAD TROLLEY CONSTRUCTION AND REPLACING
PAVEMENT ON STREET AT EXPIRATION OF FRAN¬
CHISE.
SUMMARY.
Deduction on account of tracks . $ 94,720.00
Deduction on account of overhead trolley construction. . 7,081.00
$101,801.00
If granite taken out of street is replaced by brick:
Deduct on account of track $52,367.00
Deduct on account of overhead trolley construction 7,081.00
$59,448.00
416 VALUATION—SOUTH CHICAGO CITY RAILWAY.
STREETS ON WHICH DEDUCTION IS TO BE MADE FROM
ESTIMATE DUE TO REMOVING TRACKS AND RE¬
PLACING PAVEMENT AT EXPIRATION OF FRAN¬
CHISES.
Feet Miles
Street and Kind of Pavement. , Double Double
Track. Track.
Buffalo Ave., from 87th St. to 92d St., granite 3,325
Commercial Ave., from 93d St. to 87th St., granite. . .. 3,990
7,315 1.383
Yates Ave., from 68th St. to 71st St., macadam 2,265
71st St., from Yates Ave. to Coles Ave., macadam. .. . 506
Ontario Ave.-, from 79th St. to 80th St., macadam... 662
79th St., from Stony Island Ave. to Ontario Ave., slag 9,610
Ontario Ave., from 80th St. to 83d St., slag 1,986
83d St., from Ontario Ave. to Superior Ave., slag 330
Superior Ave., from 83d St., to 87th St., slag 2,649
87th St., from Superior Ave. to Buffalo Ave., slag. . . 229
Exchange Ave., from 79th St. to 83d St., slag 2,649
Commercial Ave., from 104th St. to 93d St., slag 7,486
Commercial Ave., from 87th St. to 83d St., slag 2,809
32,181 6.098
Coles Ave., from 71st St. to 75th St., cinders 2,857
Coles Ave., from 75th St. to 79th St., cinders 3,715
Cheltenham PL, from Coles Ave. to 79th St., cinders. . 466
106th St., from Ewing Ave. to Indianapolis Ave.,
cinders 2,988
10,026 1.898
Total 9.379
Total miles of single track 18.758
All cinder pavement has been considered as being replaced by
macadam.
ESTIMATE OF DEDUCTION TO BE MADE FROM ESTI¬
MATE DUE TO REMOVING TRACKS AND REPLAC¬
ING PAVEMENT ON STREETS AT THE EXPIRATION
OF FRANCHISES.
Unit Price Estimate Macadam Pavement.
Per Foot
Double Track
Excavation and removing tracks $0.65
Additional stone 34
Labor 79
Cost per foot of single track is $0.89.
$1.78
ADDENDA ITEMS.
417
Unit Price Estimate Granite Pavement.
Per Foot
Double Track
Excavation and removing tracks $0.65
Additional Stone and sand 18
Additional granite blocks, 10% 45
Labor, replacing stone $0.60
Labor, relaying block 80
$1.40 1.40
Cost per foot of single track is $1.34. $2.68
SUMMARY.
15.992 miles of macadam @ $0.89 per foot $75,150.00
2.766 miles of granite @ $1.34 per foot 19,570.00
$94,720.00
If granite is replaced by brick, deduct 42,353.00
$52,367.00
OVERHEAD CONSTRUCTION.
Value of material in place was determined by depreciating the
separate items from the time of their installation till 1912, as
follows:
Poles, 4.5% per year.
Feeder, 1.5% per year for ten years.
Trolley wire depreciation based on the following length of life:
No. 1 1.315 years per minute of headway.
No. 0 1.972 years per minute of headway.
Miscellaneous equipment was depreciated a total of 35%.
Value of poles and feeder removed is less than their value in
place by cost of labor of removal. .
Value of trolley wire removed is scrap value.
Base price of copper 16.6c per lb.
Scrap value of copper 10c per lb.
Value of miscellaneous equipment removed is scrap value plus
second-hand value of material which can be used again.
SUMMARY.
Value in Place Value Removed Loss Due
Material • 1912 1912 to Removal
Poles . ..$2,418.00 $ 1,495.00 $ 923.00
Miscellaneous . 2,717.00 379.00 2,337.00
Feeder and attachments 19,412.00 16,442.00 . 2,971.00
Trolley wire 3,441.00 2,720.00 721.00
Telephone and attachments. .. 155.00 26.00 129.00
Total
$28,413.00
$21,052.00
$7,081.00
LOSS DUE TO RESTORATION OF STREETS.
Estimate of Deduction to be Made from Estimate Due to Restoration of Street Over 18.75 Single
Track Miles of Overhead Construction.
79th St., from Stony Island Ave. to On¬
tario Ave
Exchange Ave., from 79th St. to 93d St. . . .
Commercial Ave., from 83d St. to 104th St. .
106th St., from Ewing Ave. to State Line. .
Ontario Ave., from 79th St. to 83d St.,
and 83d St. from Ontario Ave. to Su¬
perior Ave
Superior Ave., from 83d St. to 87th St.,
and 87th St. from Superior Ave. to
Buffalo Ave
Buffalo Ave., from 87th St. to 92d St
Coles Ave., Yates Ave. and 71st St., from
79th St. to 68th St
In Place
1912
Value of Trolley—
Removed Loss Due
1912 to Removal
In Place
1912
-Miscellaneous-
Removed
Loss Due
to Removal
974.00
321.00
697.00
193.00
$ 728.00
223.00
575.00
175.00
$247.00
97.00
122.00
19.00
$ 504.00
236.00
583.00
276.00
$ 79.00
23.00
91.00
47.00
$ 425.00
213.00
492.00
229.00
151.00
130.00
20.00
126.00
14.00
112.00
175.00
186.00
161.00
164.00
13.00
22.00
188.00
213.00
20.00
34.00
168.00
179.00
744.00
564.00
181.00
591.00
71.00
519.00
Total
$3,441.00
$2,720.00 $721.00 $2,717.00 $379.00
$2,337.00
LOSS DUE TO RESTORATION OF STREETS.
Estimate of Deductions to be Made from Estimate Due to Restoration of Street Over 18.75 Single
Track Miles of Overhead Construction.
-Value of Poles-
-Value of Feedei
*
In Place
Removed
Loss Due
In Place
Removed
Loss Due
1812
1912
to Removal
1912
1912
to Removal
79th St., from Stony Island Ave. to
•
Ontario Ave
$ 675.00
$ 463.00
$ 212.00
$ 5,069.00
$ 4,306.00
$ 763.00
Exchange Ave., from 79th St. to
83d St
143.00
79.00
64.00
2,318.00
1,986.00
333.00
Commercial Ave., from 83d St. to
104th St
650.00
404.00
246.00
6,053.00
5,278.00
774.00
106th St., from Ewing Ave. to State
Line
181.00
120.00
61.00
262.00
245.00
17.00
Ontario Ave., from 79th St. to 83d
St., and 83d St. from Ontario
Ave. to Superior Ave
107.00
57.00
50.00
921.00
679.00
242.00
Superior Ave., from 83d St. to 87th
f
St., and 87th St., from Superior
Ave. to Buffalo Ave
. 125.00
64.00
61.00
1,010.00
867.00
143.00
Buffalo Ave., from 87th St. to 92d St.
. 189.00
128.00
61.00
1,431.00
1,232.00
199.00
Coles Ave., Yates Ave. and 71st St.,
-
from 79th St. to 68th St
. 348.00
180.00
168.00
1,936.00
1,698.00
238.00
Total
$2,418.00
$1,495.00
$923.00
$19,000.00
$16,291.00
$2,709.00
Feeder attachments
412.00
\
150.00
262.00
$19,412.00
$16,442.00
$2,971.00
EXHIBIT XIII.
FRANCHISES
AND
INTANGIBLE VALUES
FRANCHISES AND INTANGIBLE VALUES.
CLAIM OF CITY.
Franchises Expiring in 1912.
Madison Ave.:
63d St. to 64th St.
64th St.:
Madison Ave. to Stony Island Ave.
Stony Island Ave. (One Track).
64th St. to 79th St.
79th St.:
Stony Island Ave. to Ontario Ave. (restore street).
Coles Ave.:
75th St. to 79th St. (restore street).
Cheltenham PI.:
79th St. to Coles Ave. (restore street).
Exchange Ave.:
79th St. to 83d St. (restore street).
Commercial Ave.:
83d St. to 104th St. (restore street).
104th St.:
Commercial Ave. to Torrence Ave.
Torrence Ave.:
104th St. to 106th St.
106th St.:
Torrence Ave. to Ewing Ave.
106th St.:
Ewing Ave. to Indianapolis Blvd. (restore street).
Ontario Ave.:
79th St. to 83d St. (restore street).
83d St.:
Ontario Ave. to Superior Ave. (restore street).
Superior Ave.:
83d St. to 87th St. (restore street).
87th St.:
Superior Ave. to Buffalo Ave. (restore street).
Buffalo Ave.:
87th St. to 92d St. (restore street).
92d St.:
Commercial Ave. to Harbor Ave.
Ewing Ave.:
Harbor Ave. to 106th St.
75th St.:
Stony Island Ave. to Railroad Ave.
Franchises Expiring in lj915.
75th St.:
Railroad Ave. to Lake Ave. (Inc. Loop).
424 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Franchises that are Invaluable on Account of Not Operating Cars
Over Tracks.
70th St.:
Yates Ave. to Jeffrey Ave.
Indianapolis Blvd.:
Ewing Ave. to 106th St.
Yates Ave.:
68th St. to 71st St. (restore street).
71st St.:
Yates Ave. to Coles Ave. (restore street).
Coles Ave.:
71st St. to 75th St. (restore street).
CLAIMS OF S. C. C. R. COMPANY.
Franchises Expiring in 1912.
Madison Ave.:
63d St. Inc. Loop to 64th St.
64th St.:
Madison Ave. to Stony Island Ave.
Stony Island Ave.:
64th St. to 79th St.
79th St.:
Stony Island Ave. to Ontario Ave.
Coles Ave.:
71st St. to 79th St.
Yates Ave.:
68th St. to 71st St.
71st St.:
Yates Ave. to Coles Ave.
Cheltenham PI.:
79th St. to Coles Ave.
Exchange Ave.:
79th St. to 83d St.
Commercial Ave.:
83d St. to 104th St. -
104th. St.:
Commercial Ave. to Torrence Ave.
Torrence Ave.:
104th St. to 106th St.
106th St.:
Torrence Ave .to Indianapolis Blvd.
Ontario Ave.:
79th St. to 83d St.-
83d St.:
Ontario Ave. 'to Superior Ave.
Superior Ave.:
83d St. to 87th St.
FRANCHISES AND INTANGIBLE VALUES. 425
Franchises Expiring in 1912,
87th St.:
Superior Ave. to Buffalo Ave.
Buffalo Ave.:
87th St. to 92d St.
92d St.:
Commercial Ave. to Harbor Ave.
Ewing Ave.:
Harbor Ave. to 106th St.
75th St.:
Stony Island Ave. to Railroad Ave.
Franchises Expiring in 1915.
70th St.:
Yates Ave. to Jeffrey Ave.
75th St.:
Railroad Ave. to Lake Ave. (Inc. Loop).
Indianapolis Blvd.:"
Ewing Ave. to 106th St.
ROUTES.
Route No. 1—17.11 Miles.
Total Feet
Feet Single Track
Madison Ave., from 63d St. (inc. loop) to 64th St.. . 764 1,528
64th St., from Madison Ave. to Stony Island Ave.. . 1,367 2,734
Stony Island Ave., from 64th St. to 75th St 7,294 14,588
75th St., from Stony Island Ave. to Railroad Ave.. . 7,052 14,104
75th St., from Railroad Ave. to Coles Ave . 508 1,016
Coles Ave., from 75th St. to Cheltenham PI 3,372 6,744
Cheltenham PL, from Coles Ave. to 79th St 466 932
79th St., from Cheltenham PI. to Exchange Ave.. . . 148 296
Exchange Ave., from 79th St. to 83d St 2,649 5,298
Commercial Ave., from 83d St. to 92d St 6,134 12,268
92d St., from Commercial Ave. to Ewing Ave 2,282 4,564
Ewing Ave., from 92d St. to 106th St 10,136 20,272
106th St., from Ewing Ave. to Indianapolis Ave.. . . 2,988 5,976
Total 90,320
426 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Route No. 2—19 Miles
Total Feet
Feet Single Track
Madison Ave., from 63 St. (inc. loop) to 64th St 764 1,528
64th St., from Madison Ave. to Stony Island Ave. . . .1,367 2,734
Stony Island Ave., from 64th St. to 75th St 7,294 14,588
75th St., from Stony Island Ave. to Railroad Ave. . . 7,052 14,104
75th St., from Railroad Ave. to Coles Ave 508 1,016
Coles Ave., from 75th St. to Cheltenham PI 3,372 6,744
Coles Ave., from Cheltenham PI. to 79th St 344 688
79th St., from Coles Ave. to Ontario Ave 895 1,790
Ontario Ave., from 79th St. to 83d St 2,649 5,298
83d St., from Ontario Ave. to Superior Ave 330 660
Superior Ave., from 83d St. to 87th St 2,649 5,298
Buffalo Ave., from 87th St. to 92d St 3,325 6,650
92d St., from Buffalo Ave. to Commercial Ave .1,900 3,800
Commercial Ave., from 92d St. to 104th St 8,151 16,302
104th St., from Commercial Ave. to Torrence Ave. . .1,353 2,706
Torrence Ave., from 104th St. to 106th St 1,321 2,642
106th St., from Torrence Ave. to Ewing Ave 6,637 13,274
87th St., from Superior Ave. to Buffalo Ave 229 458
Total 100,280
Route No. 3—17.11 Miles.
Total Feet
Feet Single Track
Madison Ave., from 63d St. (inc. loop) to 64th St. .. 764 1,528
64th St., from Madison Ave. to Stony Island Ave. . . 1,367 2,734
Stony Island Ave., from 64th St. to 75th St 7,294 14,588
Stony Island Ave., from 75th St. to 79th St 2,649 5,298
79th St., from Stony Island Ave. to Exchange Ave. . 8,923 17,846
Exchange Ave., from 79th St. to 83d St 2,649 5,298
Commercial Ave., from 83d St. to 92d St 6,134 12,268
92d St.,- from Commercial Ave. to Buffalo Ave 1,900 3,800
92d St., from Buffalo Ave. to Ewing Ave 380 760
Ewing Ave., from 92d .St. to 106th St 10,136 20,272
106th St., Ewing Ave. to Indianapolis Blvd 2,988 5,97b
Total 90,368
Route No. 4—6.87 Miles.
Total Feet
Feet Single Track
Madison Ave., from 63d St. (inc. loop) to 64th St.. . . 764 1,528
64th St., from Madison Ave. to Stony Island Ave. . .1,367 2,734
Stony Island Ave., from 64th St. to 75th St 7,294 14,588
75th St., from Stony Island Ave. to Railroad Ave. .. .7,052 14,104
75th St., from Railroad Ave. to Center of Loop 1,650 3,300
Total
36,254
TRAFFIC REPORT
For Year Ending Dec. 31, 1907.
Length Total Hours Total Revenue
Street. of No. of and Car Passengers,,
Trip. Trips. Minutes. Miles.
Madison Ave 0.29 81,733 2,203 hr. 20 min. 23,702.57 106,030
64th St 0.52 81,733 3,950 45 42,501.16 190,121
Stony Island Ave., 64th
St. to 75th St 2.76 81,733 20,969 30 225,583.08 1,009,106
Stony Island Ave., 75th
St. to 79th St 1.00 21,615 1,768 35 21,616.00 87,975
79th St., Stony Island Ave
to Exchange Ave 3.39 21,615 5,995 35 73,274.85 298,235
79th St., Coles Ave. to
OntarioAve 0.34 38,304 1,370 55 13,023.36 55,641
79th St., Exchange Ave.
to Cheltenham PI 0.06 21,015 103 10 1,260.90 6,424
Cheltenham PI 0.18 21,015 309 30 3,782.70 19,271
Exchange Ave 1.00 42,630 3,488 10 42,630.00 195,037
Commercial Ave. 83rd St.
to 92nd St 2.32 42,630 8,092 30 98,901.60 452,486
Commercial Ave., 92ndSt.
to 104th St 3.09 38,304 12,458 55 118,359.36 505,679
104th St 0.51 38,304 2,056 20 19,535.04 83,462
Torrence Ave 0.50 38,304 2,016 00 19,152.00 81,825
106th St., Torrence Ave.
to Ewing Ave 2.52 38,304 10,160 40 96,526.08 412,398
106th St., Ewing Ave. to
Indianapolis Ave 1.13 42,630 3,941 35 48,171 .90 220,392
Total
Receipts.
Receipts
per Car
Miles.
Cents.
15,130.31 21 .64
9,199.17 21 .64
Transfers
Received.
12,013
21,541
48,826.32 21 .64 114,331
4,257.39 19.69 9,967
14,432.53 19.69 33,788
2,692.59*20.67 6,304
310.90 24.65 728
932.68 24.65 2,183
9,437.81 22.13 22,097
21,896.92 22.14 51,265
24,470.87 22.14 57,295
4,038.88 20.67 9,456
3,959.69 20.67 9,272
19,956.81 50.99 46,726
10,665.30 22.14 24,970
4^
CO
00
TRAFFIC REPORT CONTINUED.
Street.
92nd, Commercial Ave. to
Buffalo Ave
92nd, Buffalo Ave. to
Ewing Ave
Ewing Ave
75th St., Stony Island Ave
to Railroad Ave
75th, Railroad Ave. to
Coles Ave
75th, Coles Ave. to Lake
Ave
Coles Ave., 75th to Chel¬
tenham PI
Coles Ave., Cheltenham
Length
of No. of '
Trip. Trips.
Total Hours
and
Minutes.
Total
Car
Miles.
Revenue
Passengers.
Total
Receipts.
Receipts
pe,r Car
Miles.
Cents.
Transfers
Received.
1 .00
38,304
4,032
00
38,304.00
163,650
$7,919.37
20.67
18,542
0.13
38,304
524
10
4,979.52
21,275
1,029.52
20.67
2,411
1 .00
38,304
4,032
00
38,304.00
163,650
7,919.37
20.67
18,542
0.08
38,304
322
35
3,064.32
13,092
633.55
20.67
1,483
1 .26
38,304
5,080
20
48,263.04
206,199
9,978.41
20.67
23,363
0.72
80,934
5,414
30
58,272.48
258,255
12,497.53
21 .44
29,261
i
0.14
42,630
488
20
5,968.20
27,304
1,321 .37
22.14
3,093
3.84
42,630
13,394
25
163,699.20
748,942
36,243.11
22.14
84,852
2.68
60,118
15,621
55
161,116.24
744,083
36,001 .30
22.34
84,305
0.19
60,118
1,107
30
11,422.42
52,753
2,552.37
22.34
5,977
0.43
799
33
20
343.57
2,980
143.19
41 .67
338
1 .28
59,319
7,361
55
75,928.32
346,511
16,768.43
22.08
39,260
0.13
38,304
524
10
4,979.52
21,275
1,029.52
20.67
2,410
136,822
40
1.462,664.43 6,494,050
$314,245.21
735,773
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FRANCHISES AND INTANGIBLE VALUES. 429
TRAFFIC STATISTICS.
FOR YEAR ENDING DECEMBER 31, 1907.
Round Trips—
Passenger cars . 81,733
Car Miles—
Passenger cars 1,462,644.43
Car Hours—
Passenger cars 136,822
Passengers Carried—
Revenue 6,494,050
* Transfers 735,773
Total 7,229,823
Per cent of transfer passengers to revenue 11.33
Average number of passenger cars in use per day of
eighteen hours 20.82
Average miles per passenger car per day of eighteen
hours , 192.42
Cents per
Car Mile
Total earnings 21.53
Miscellaneous earnings 68
Gross earnings 22.21
Operating expenses 15.49
Net earnings, from operation 6.71
Taxes, accrued 26
Net income 6.45
Percentage of expenses to earnings 69.73
Percentage of expenses and taxes to earnings 70.93
Percentage of net income to earnings 29.07
430 VALUATION—SOUTH CHICAGO CITY RAILWAY.
COMPARATIVE STATEMENT OF OPERATING EXPENSES.
FOR YEARS ENDING DEC. 31, 1906, AND DEC. 31, 1907.
Year Ending Year Ending Increase or
Dec. 31, 1900 Dec. 31, 1907 Decrease
Salaries, general officers... .$ 9,396.17 $ 9,232.72 Dec. $ 163.45
Salaries, clerks 3,924.57 3,201.75 Dec. 722.82
Printing and stationery 553.02 669.10 Inc. 116.08
Miscellaneous office expenses 1,255.70 1,663.20 Inc. 407.50
Stores, expenses... 863.90 1,241.90 Inc. 378.00
Stable expenses 243.39 56.75 Dec. 186.64
Advertising and attractions. 42.00 50.00 Inc. 8.00
Miscellaneous gen. expenses 1,925.49 1,401.99 Dec. 523.50
Injuries and damages 19,382.64 14,917.77 Dec. 4,464.87
Miscellaneous legal expenses 1,166.70 1,296.60 Inc. 129.90
Insurance 2,871.64 2,703.28 Dec. 168.36
Total general expenses.$ 41,625.22 $36,435.06 Dec. $5,190.16
Track and roadway $ 27,314.74 $14,805.18 Dec. $12,509.56
Electric lines 7,164.03 4,263.10 Dec. 2,900.93
Buildings and fixtures 1,625.73 2,698.45 Inc. 1,072.72
r | V\f o 1 tn 11111 D T1 £111 pp of
way and substruct's.$ 36,104.50 $21,766.73 Dec. $14,337.77
Steam plant
Electric plant
Cars
Electric equipment cars.
Miscellaneous equipment
$ 3,904.24 $ 4,555.41 Inc. $ 651.17
361.70 512.80 Inc. 151.10
. 9,832.68 11,852.78 Inc. 2,020.10
11,271.48 13,214.36 Inc. 1,942.88
581.55 179.84 Dec. 401.71
Miscellaneous shop expenses 1,228.64 2,449.76 Inc. 1,221.12
Total maintenance of
equipment $ 27,180.29 $32,764.95 Inc. $5,584.66
Total for general expenses
and maintenance $104,910.01 $90,966.74 Dec. $13,943.27
Power plant wages $ 7,901.25 $ 8,357.92 Inc. $ 456.67
Fuel for power 17,665.34 24,084.83 Inc. 6,419.49
Lubricant and Waste 567.18 750.16 Inc. 182.98
Miscellaneous supplies and
expenses 594.50 684.33 Inc. 89.83
Total for power plant .$ 26,728.27 $ 33,877.24 Inc. $ 7,148.97
FRANCHISES AND INTANGIBLE VALUES. 431
COMPARATIVE STATEMENT OF OPERATING EXPENSES.
(Continued.)
Year Ending Year Ending Increase or
Dec. 31, 1906 Dec. 31, 1907 Decrease
Superintendence of trans¬
portation $ 3,849.75 $ 3,683.72 Dec. $ 166.03
Wages of conductors 33,091.09 37,479.60 Inc. 4,388.51
Wages of motormen 32,950.05 37,257.25 Inc. 4,307.20
Wages of other car service
employees 1,143.30 989.90 Dec. 153.40
Wages of car house em¬
ployees ' 9,260.25 10,627.60 Inc. 1,367.35
Car service supplies 2,472.92 3,573.56 Inc. 1,100.64
Miscellaneous car service
expense 1,743.02 3,468.78 Inc. 1,725.76
Cleaning, oiling and
sprinkling track 3,736.36 3,910.54 Inc. 174.18
Removal of snow, ice and
Water 319.61 738.27 Inc. 418.66
Total for operation of
cars $ 88,566.35 $101,729.22 Inc. $13,162.87
Total for conducting trans¬
portation $115,294.62 $135,606.46 Inc. $20,311.84
Total operating ex¬
penses (general ex¬
penses, maintenance,
and transportation). .$220,204.63 $226,573.20 Inc. $ 6,368.57
COMPARATIVE INCOME ACCOUNT FOR YEARS END¬
ING DECEMBER 31, 1906, AND 1907.
Year Ending Year Ending Increase or
Dec. 31, 1906 Dec. 31, 1907 Decrease
Earnings from passengers .$300,150.15 $314,245.21 Inc. $14,095.06
Earnings from chartered
cars 745.20 712.07 Dec. 33.13
Total car earnings.. .$300,895.35 $314,957.28 Inc. $14,061.95
Advertising $ 787.50 $ 1,013.40 Inc. $ 225.90
Rent of land and buildings 902.50 2,460.00 Inc. 1,557.50
Sale of power . 450.00 6,447.00 Inc. 5,997.00
Other miscellaneous earn¬
ings 858.90 37.50 Dec. 821.40
Total miscellaneous
earnings $ 2,998.90 $ 9,957.90 Inc. $ 6,959.00
432 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Comparative Income Account—Continued.
Gross earnings from op¬
eration $303,894.25 $324,915.18 Inc. $21,020.93
Operating expenses 220,204.63 226,573.20 Inc. 6,368.57
Net earnings from
operation $ 83,689.62 $ 98,341.98 Inc. $14,652.36
Taxes 3,765.95 3,876.86 Inc. 110.91
Net income ..$ 79,923.67 $ 94,465.12 Inc. $14,541.45
DETERMINATION OF FRANCHISE VALUES.
The general method used in determining the values of fran¬
chises is as follows:
The number of car miles run over the track covered by a given
franchise, as well as the gross receipts for the year ending Decem¬
ber 31, 1907, was obtained from data furnished by the Railway
Company.
The net receipts were obtained by multiplying the gross re¬
ceipts by approximately 0.30, and as hereinafter explained.
The principal that is necessary to support from these net re¬
ceipts was found by multiplying the length of track under the fran¬
chise by an average value per mile of construction on the right of
way, and adding to this an amount proportional to the car miles.
This last amount was obtained by multiplying the car miles by a
number which represents the amount of investment other than that
on the right of way per car mile run during the year ending De¬
cember 31, 1907.
The principal was supported at 5% from the net receipts, in¬
creased year by year, by a factor representing the annual rate of
increase of population, and the present values, as of February 1,
1908, found for the remainder.
The sum of these present values up to the expiration of the
franchise gives the value of the franchise as of February 1, 1908.
The following tabulation and its accompanying explanation
shows in detail the methods used and the results obtained.
Only such franchises as have earnings reported for them by
the Company are found in the table. It was decided that, under the
existing conditions, those franchises which show no earnings should
be considered as of no value.
VALUE OF FRANCHISES.
STREET
FROM
TO
Franchise Miles S. T. con- Length of Routes Over
Expires. trolled by S. Round Trip this Track.
C. C. R. Co. Miles, S. T.
Gross
Receipts.
Total
Miles.
Receipts
Per Car
Mile.
Net Receipts
Col. 8.
X. 31776.
Average Value Value of Con-
Col. 1.
Col. 2.
Col. 3.
Col. 4.
Col. S.
Col. 6.
Col. 7.
Madison Ave.. . .
,63rd St. (incl. loop) 64th St
10-10-12
0.29
.29
1, 2,
3,4
64th St
. Madison Ave
. Stony Island Ave.
10-10-12
0.52
.52
1, 2.
3, 4.
Stony Island Ave. 64tb St
. 75th St
10-10-12
1.38
2.76
1, 2,
3, 4.
79th St
. Stony Island Ave. Exchange Ave... .
10-10-12
3.39
3.39
3.
Cheltenham PI
.79th St
.Coles Ave
10-10-12
0.18
.18
1 .
Exchange Ave. .
.79th St
.83rd St
10-10-12
1.00
1 .00
1, 3
Commercial Ave.
.83rd St
.92nd St
10-10-12
2.32
2.32
1, 3.
104th St
. Commercial Ave.
.Torrence Ave
10-10-12
0.51
.51
2.
Torrence Ave. . .
104th St
. 106th St
10-10-12
0.50
.50
2.
106th St
.Torrence Ave. . .
. Ewing Ave
10-10-12
1.26
2.52
2.
Ontario Ave....
.79th St
. 83rd St..
10-10-12
1,00
1 .00
2.
83rd St
.Ontario Ave. . . .
.Superior Ave
10-10-12
0.13
.13
2.
Superior Ave....
.83rd St
.87th St
10-10-12
1.00
1 .00
2 .
87th St
. Superior Ave.. . .
.Buffalo Ave
10-10-12
0.08
.08
2 .
Buffalo Ave
,87th St
.92nd St
10-10-12
1.26
1 .26
2.
92nd St
.Commercial Ave.
.Buffalo Ave
10-10-12
0.72
.72
1,2,
3.
Ewing Ave. ....
,92nd St
.106th St
10-10-12
3.84
3.84
1, 3.
75th St
Stony Island Ave. Railroad Ave
7-14-12
2.68
2.68
L2,
4.
75th St
.Railroad Ave....
. Coles Ave
3- 4-15
0.19
.19
1, 2,
4.
Stony Island Ave. 75th St
. 79th St
10-10-12
0.50
1.00
3.
79th St........ .
.Exchange Ave.. .
. Cheltenham PI . .
10-10-12
0.06
.06
1 .
79th St
.Coles Ave
.Ontario Ave
10-10-12
0.34
.34
2.
Coles Ave
.75th St
.Cheltenham PI. . .
10-10-12
1.28
1 .28
1, 2.
Coles Ave
. Cheltenham PI. .
.79th St
10-10-12
0.13
.13
2.
Commercial Ave.
.92nd St
. 104th St
10-10-12
3.09
3.09
2.
106th St
. Ewing Ave
. Indianapolis Blvd.
10-10-12
1 .13
1 .13
1, 3.
92nd St
. Buffalo Ave
. Ewing Ave
10-10-12
0.14
.14
1, 3.
75th St
. Coles Ave
. Lake Ave. (incl.
loop)
3- 4-15
0.43
.43
4.
Col. 8.
Col. 9
$5,130
9,199
48,826
14,432
932
9,437
21,896
4,038
3,959
19,956
7,919
1,029
7,919
633
9,978
12,497
36,243
36,001
2,552
4,257
310.
2,692 .
16,768.
1,029.
24,470.
10,665.
1,321.
.31 23,702.57
.17 42,501.16
.32 225,583.08
.53 73,274.85
3,782.70
42,630.00
98,901.60
19,535.04
19,152.00
96,526.08
38,304.00
4,979.52
38,304.00
3,064.32
48,263.04
58,272.48
.11 163,699.20
.30 161,116.24
.68
.81
.92
.88
.69
.81
.37
.52
.37
.55
.41
.53
.37
.39
.90
59
43
52
11,422.42
21,615.00
1,260.90
13,023 .36
75,928.32
4,979.52
87 118,359 .36
30 48,171.90
37 5,968.20
143.19
343.57
Col. 10.
Col. 11.
21,64c
$1,630.21
21.64c
2,923.14
21.64c
15,515 .05
19.69c
4,586.08
24.65c
296.37
22.13c
2,998.96
22.14c
6,957 .96
20,67c
1,283 .39
20.67c
1,258.23
50.99c
6,341 .47
20.67c
2,516.46
20.67c
327.14
20.67c -
2,516.46
20.67c
201 .32
20.67c
3,170.74
21,44c
3,971 .21
22.14c
11,516.61
22,34c
11,437.77
22,34c
811.04
19.69c
1,352.83
24.65c
98.79
20.67c
855 .60
22.08c
5,328.34
20.67c
327.14
22.14c
7,775 .86
22.14c
3,389.01
22.14c
419.88
41.67c
45 .50
of Physical
Property per
Mile Constant
Col. 12.
683.13
16,683.13
16,683.13
16,683.13
16,683.13
16,683.13
16,683.13
16,683.13
16,683.13
16,683.13
16,683 .13
16,683.13
16,683.13
16,683
16,683
16,683
16,683
13
13
13
13
13
16,683
16,683
16,683
16,683
16,683
16,683.13
16,683.13
16,683.13
16,683.13
16,683.13
struction
Portion of
Street Cov¬
ered by
Franchise ,
Col. 5X Col.
12.
Amt. of Invt.
(not includ¬
ing St. Const)
to be Sup¬
ported from
Earnings per
Car Mile.
Amt. of Invt.
for Power
Houses, Roll¬
ings Stock,
etc., which
must be Sup¬
ported from
Earnings,Col
19X Col. 14.
Total Amount
Invt. to be
Supported at
5% Int. from
EarningsCol.
13 + Col. 15.
One Year's In¬
terest at 5%
on Amts. in
Col. 16.
Duration of
Franchise
after Feb.
1st, 1908.
Present Value
of Probable
Net Earnings
for No. of
Years and
Fractions
which Fran¬
chises have
to Run after
Feb. 1, 1908.
Present Value Value of Fran-
of Interest
on Capital
for whole No
of Year? and
Fractions
shown in Col.
18 .
chises for No.
of Years and
Fractions
thereof in
Col. 18,
Col. 19, Col 20
13
1»
13
13
16,683.13
Col. 13.
Col. 14.
Col. 15.
Col. 16.
Col. 17.
Col. 18.
Col. 19.
Col. 20.
Col. 21.
$4,838.11
$.6368
$15,094.03
$19,932.14 J
1 996.61
4
yrs.
249 days
$ 9,178 i38
$4,082.41
$5,095.97
8,675.23
.6368
27,065 .15
35,740.38
178.70
4
a
249
11
16,457 (80
732.01
15,725 .79
23,022.72
.6368
143,653 .51
166,676.23
8,333.81
4
a
249
a
87,352 (52
34,137.79
53,214.73
56,555.81
.6368
46,662.14
103,217.95
5,160.90
4
a
249
u
25,820 i 46
21,140.59
4,679.37
3,002.96
.6368
2,408.86
5,411 .82
270.59
4
a
249
u
1,668.62
1,108.42
560.20
16,683.13
.6368
27,147.20
43,830.33
2,191.52
4
a
249
u
16,884 68
8,977.12
7,907.56
38,704.86
.6368
62,981 .50
101,686.36
5,084.32
4
a
249
"
39,174
,57
20,826.90
18,347 .67
8,508.39
.6368
12,440.10
20,948.49
1,047 .42
4
u
249
u
7,225
(72
4,290.55
2,935 .17
8,341.56
.6368
12,196.18
20,537.74
1,026.89
4
a
249
11
7,084
i 06
4,206.45
2,877.65
21,020.74
.6368
61,468.75
82,489.49
4,124.47
4
a
249
11
35,703
;&2
16,895 .07
18,808.55
16,683.13
.6368
24,392 .36
41,075 .49
2,053.77
4
u
249
u
14,168
.12
8,412.36
5,755.26
2,168.81
.6368
3,171 .01
5,339.82
266.99
4
li
249
u
1.841
,86
1,093.67
748.19
16,683.13
.6368
24,392.36
41,075 .49
2,053.77
4
a
249
11
14,168,
.12
3,412 .86
5,755 .26
1,334.65
.6368
1,951 .39
• 3,286.04
164.30
4
u
249
11
1,133:
.47
673.02
460.45
21,020.75
.6368
30,734.38
51,755.13
2,587.76
4
n
249
11
17,851;
.84
10,600.24
7,251 .60
12,011.85
.6368
37,108.48
49,120.33
2,456.02
4
u
249
a
22,358;
.63
10,060.59
12,298.04
64,063.22
.6368
104,245 .26
168,308.48
8,415.42
4
ti
249
a
64,,840;
.59
34,472.08
30,368.51
44,710.79
.6368
102,600.40
147,311.19
7,365.56
4
a
163
u
64,407
.96
30,171 .54
34,236.42
3,169.79
.6368
7,273.91
10,443 .70
522.18
7
u
33
a
7,417.44
3,054.89
4,362.55
8,341 .56
.6368
13,764.64
22,106.20
1,105.31
4
u
249
u
6,616
.68
4,527 .68
3,089.00
1,000.99
.6368
802.95
1,803.94
90.20
4
a
249
u
556.21
369.49
186.72
.5,672.26
.6368
8,293.40
13,965.66
698.28
4
a
249
u
4,817
.18
2,860.36
1,956.82
21,354.41
.6368
48,351 .89
69,706.30
3,485 .31
4
a
249
' "
29,999
.51
14,276.88
15,722.63
2,168.81
.6368
3,171 .01
5,339.82
266.99
4
u
249
a
1,841
.86
1,093.67
748.19
51,550.88
.6368
75,372.40
126,923 .28
6,346.16
4
a
249
a
43,779:. 49
25,995.78
17,783.71
18,851.94
.6368
30,676.34
49,528.28
2,476.41
4
" '
249
u
19,080.74
10,144.12
8,936.62
2,335 .64
.6368
3,800.61
6,136.25
306.81
4
a
249
a
2,364.00
1,256.79
1,107.21
7,173.75
.6368
218.79
7,392.54
369.63
7
u
33
a
416
.12
2,162.43
1,746.31
Total
$279,173,99
FRANCHISES AND INTANGIBLE VALUES.
433
EXPLANATION OF THE FOREGOING TABULATION.
Column No 1 gives the name of the street which is covered by the
franchise.
Columns Nos. 2 and 3 give the limits of the franchise.
Column No. 4 gives the dates at which the franchises expire.
Column No. 5 gives the number of miles of single track on street.
Column No. 6 gives the length of round trip in miles of single track.
Column No. 7 gives the number of routes operating over track.
Column No. 8 gives the gross passenger earnings of the tracks oper¬
ated under the franchises for the year ending December 31,
1907.
Column No. 9 gives the car miles run over the tracks op¬
erated under the franchises during the year ending December
31, 1907. The items in Columns Nos. 8 and 9 were derived
from data furnished by the railway company. The rail¬
way company also furnished a schedule showing their routes,
the number of trips made over each route for the year men¬
tioned and the receipts from the various routes for the same
time. From this data it was possible to compute the number
Tf car miles run over the tracks covered by the various fran¬
chises, and, assuming that the earnings are proportional to the
car miles, the amount of earnings for the tracks under each
franchise was determined.
Column No. 10 gives the earnings in cents per car mile for
the section covered by the franchises. This item is not used
in figuring the franchise value, but is inserted for the informa¬
tion it may give.
Column No. 11 gives the estimated net receipts from passenger
earnings of the tracks operated under the franchises for the
year ending December 31, 1907, and was obtained by multi¬
plying the gross receipts found in Column No. 8 by 0.31776.
In obtaining the latter factor the Commission decided that 30%
of the gross passenger earnings plus the percentage of the
earnings from other sources as hereinafter indicated should
be considered as net earnings.
This additional income for the South Chicago City Railway
Company for the year ending December 31, 1907, was made up
as follows:
Estimated
Receipts Profts
Chartered cars $ 712.07 $ 213.62
Advertising ! 1,013.40 962.73
Rent of lands and buildings 2,460.00 2,460.00
Sale of power 6,447.00 1,934.10
Miscellaneous earnings 37.50 11.25
$10,669.97 $5,581.70
Gross passenger earnings for the year were $314,245.21. Net
passenger earnings are 30% of this amount, or $94,273.56. Actual
x
434 VALUATION—SOUTH CHICAGO CITY RAILWAY.
net profit for the year would be the sum of the profit from passen¬
ger earnings and that from other earnings, or $99,855.26. Dividing
$99,855.26 by the gross passenger earnings, $314,245.21, gives
0.31776 as the actual* part of the gross passenger earnings which
should be considered as profit. This figure was used throughout
when dealing with passenger earnings.
Column No. 12 gives the average value per mile of that part of the
physical property of the railway company which is actually
upon the street. The following table indicates the method of
obtaining this value:
Plus 10% for Value per
Value Incedentals, Etc. Miles Mile
Straight track $387,284.00
Track on bridges 6,071.00
Special work 96,173.00
$489,528.00 $538,480.80 34.50 $15,608.14
Overhead construction. .$ 30,608.00 $ 33,668.80 31.32 $ 1,074.99
Average value per mile of single track construction $16,683.13
Column No. 13 gives the products of the items in Columns Nos.
5 and 12, and indicates the value of construction on the streets
covered by their respective franchises.
Column No. 14 gives the amount of the investment (other than
street construction) per car mile that the company has to sup¬
port from the earnings, and is obtained by dividing the value
of the property (other, than street construction) by the total
car mile run during the year ending December 31, 1907. This
quantity multiplied by the car miles over the portion of track
covered by the particular franchise gives the portion of the
power house, rolling stock, etc., expense, that the particular
franchise must support. The following table indicates how the
constant was derived:
Plus 10% for
Value Organization, Etc. Car Miles
Track in car houses and
yards $ 6,592.00
Telephone 625.00
Feeder 51,643.00
Cars 305,574.00
Power plant 112,996.00
Fixed tools and machinery. . . 15,413.00
Office furniture 3,543.00
Buildings 116,552.00
Real estate 125,391.00
Floating Tools and Supplies. 108,434.00
$846,763.00 $931,439.00 1,462,664.42
Investment per car mile $0.6368
FRANCHISES AND INTANGIBLE VALUES. 435
Column No. 15 gives the products of the car miles in Column No. 9
and the factor in Column No. 14. These amounts are the part
of the investment for power houses, rolling stock, etc., which
must be supported from earnings under the various franchises.
Column No. 16 gives the sums of the items in Columns Nos. 13 and
15, and represents the total amounts of the investments that
must be supported at 5% interest from the earnings under the
various franchises.
Column No. 17 gives one year's interest at 5% on the amounts in
Column No. 16.
Column No. 18 gives the time that the franchises have to run after
February 1, 1908.
Column No. 19 gives the present value of the probable net earnings
for the number of years and fractions that the franchises have
to run after February 1, 1908. These amounts are found by
affecting the net earnings for the year ending December 31,
1907, by a factor representing the annual rate of increase in
population year by year and the factor representing the present
values of the money received year by year.
The factor used to represent the rate of increase in popu¬
lation per annum, was determined from consideration of the
operating statistics of the two roads in question for a period
of seven years. From a consideration of these statistics it was
found that the average rate of increase in passenger earnings
for the two roads for the last three years was IT.38 per cent
per annum.
The average of the rate of increase for a period of six
years ending 1907, but excluding two years in the operation of
the South Chicago City Railway, during which time the opera¬
tion was seriously hampered by sewer construction in the
streets, we find to be 9.89%.
Each of these values includes the poor years that periodic¬
ally must be expected, together with the years of larger re¬
ceipts during the periods of normal industrial activity.
From this data it appears that the rate of increase in re¬
ceipts and population in sections of the territory served by
these roads is increasing. It was found that the population
served by the roads is about 155,000, and that over all of the
territory served the average population does not exceed 3,000
inhabitants per square mile.
That the rate of increase in population seems to be on the
increase, and that the industrial interests located in the terri¬
tory served by these roads are constantly increasing, and that
the present density of population is not sufficient to in any way
retard the rate of increase in the population, leads to the con¬
clusion that a constant rate of increase 11% per annum will
represent the probable increase in the population during the
time of the life of the franchises considered.
4:J(> VALUATION—SOUTH CHICAGO CITY RAILWAY.
This value has been used in determining the probable
earnings for the years the franchises have to run.
In order to readily compute the values of the franchises,
certain constants have been determined, as shown in the table 011
the next page.
These constants are shown for each year and the necessary
fraction of a year from February 1, 1908, to the termination
of the latest franchise claimed.
Column "A" gives the time measured from February 1, 1908.
Column "B" gives the ratio between the present population and
that at the end of the time indicated opposite the figure con¬
sidered. These quantities have been determined by compound¬
ing the assumed constant rate of increase for the length of time
considered.
Column "C" gives the present value of $1.00 due in the future the
length of time indicated in Column "A".
Column "D" gives the product of the corresponding factors in Col¬
umns "B" and "C" for the whole number of years indicated in
Column "A," and represents the ratio between the net earn¬
ings for the year ending December 31, 1907, and the present
value of the probable net earnings for the one year ending
in the future the time indicated in Column "A".
Column "E" gives the product of the corresponding factors in Col¬
umns "B" and "C" for the odd number of days indicated in
Column "A," and represents a similar ratio as values given in
Column "D".
Column "F" gives the odd number of days in Column "A" ex¬
pressed in decimals of a year.
Column "G" gives the product of the corresponding values in Col¬
umns "E" and "F," and represents the ratio between the net
earnings for the year ending December 31, 1907, and the pres¬
ent value of the probable net earnings for the number of days
indicated in Column "A" ending in the future at the time indi¬
cated in Column "A".
Column "H" gives the summation of the factors indicated in Col¬
umn "G," and the corresponding and previous factors for the
whole number of years indicated in Column "D". This latter
factor represents the ratio between the net earnings for the
year ending December 31, 1907, and the present values of the
probable net earnings that accumulate within the time indi¬
cated in Column "A".
Column No. 20 gives the present values of the interest on the
capital that must be supported for the number of years and
fractions shown in Column No. 18. In order to readily com-
Col. A.
Col. B.
Col. C.
1 year. . ..
...1.11
.9757
151 days. . .
...1 .166
.9426
2 years. . .
...1 .2321
.9292
3 years. . .
...1 .3676
.8850
4 years. . .
...1 .518
.8428
163 days...
...1.5905
.8136
• 249 days. . .
...1.6301
.8088
5 years. . .
...1.6849
.8027
37 days....
...1.703
.7815
91 days....
...1.7295
.7786
6 years... .
...1.8702
.7645
7 years.. . .
...2.0759
.7281
17 days....
...2.0856
.7098
33 days....
...2.0959
.7091
48 days....
...2.1048
.7084
8 years. . .
...2.3042
.6934
9 years. . .
...2.5576
.6604
10 years.. . .
...2.8389
.6290
11 years. . .
...3.1511
.5990
171 days.. .
...3.3097
.5649
CONSTANTS
\
Col. D. Col. E.
1.0830
1.09907
1.14487
1.21032
1.27937
1.29403
1.31843
1.35246
1.33089
1.34659
1.42976
1.51146
1.48036
1.48620
1.49104
1.59773
1.68903
1.78566
1.88750
1.86965
Col. F.
Col. G.
Col. H.
4137
,45468
1 .53768
44657
8922
10137
2493
57787
,91262
13491
33570
5.29543
5.63018
6.20493
6.40572
04657
0904
1315
,06894
.13435
.19607
9.08018
9.14559
9.20731
4685
87593
16.84709
438 VALUATION—SOUTH CHICAGO CITY RAILWAY.
pute the interest on the capital, certain constants have been de¬
termined as shown in the following table:
Col. "M'
1 year
2 years
3 "
4 "
5 years
6 years
7
151 days
a
163 days
249 "
37 days
91 "
17 days
33 "
48 "
Col. "N"
.9524
.9070
.8638
.8227
.7835
.7462
.7107
Col. "O"
.38605
Col. "P"
Summation
of Factors
1.33845
.35936
.5504
.07902
.19293
.03302
.06396
.09285
3.90526
4.0963
4.40842
4.5223
5.81932
5.85026
5.87915
8 years
9
10
11
((
a
a
171 days
.6768
.6446
.6139
.5847
.26766
8.57396
These constants are indicated for each year and the neces¬
sary fraction of a year from February 1, 1908, to the termina¬
tion of the latest franchise claimed.
Column "M" gives the time measured from February 1, 1908.
Column "N" gives the present value of one dollar per annum due at
the end of the year indicated in Column "M".
Column "O" gives the present value of that proportion of one dol¬
lar per annum that the ratio of the days in Column "M" bears
to one year due in the future the time indicated in Column "M".
Column "P" gives the summation of the factors indicated in Column
"O," and the corresponding and previous factors for the whole
number of years indicated in Column "M". This factor repre¬
sents the present value of one dollar per annum payable at the
end of each year for the whole number of years and days indi¬
cated in Column "M".
Column No. 21 gives the total present values of franchises for the
time between February 1, 1908, and their expiration, and is the
difference between the items in Columns Nos. 19 and 20.
440 VALUATION—SOUTH CHICAGO CITY RAILWAY.
ORGANIZATION AND NAMES OF MEN ENGAGED IN THE
WORK OF VALUATION.
„ . . ( Bion J. Arnold
Commissioners f George Weston
Engineer in Charge F. A. Sager
Track and Paving.
Engineer H. L. Senger
Assistant D. E. Marsh
Assistant F. A. Coy
Assistant W. F. Millar
Assistant C. F. Reaney
Assistant H. S. Putnam
Assistant E. L. Clausen
Assistant...; F. P. Mundorff
Electric Power Distribution Systems.
Engineer . .F. R. Winders
Assistant A. J. Frey
Assistant J. W. Andree
Assistant F. D. Smith
Assistant L. B. Jones
Assistant H. L. Strube
Assistant W. M. Conway
Assistant O. B. Cade
Assistant F. J. Fitzpatrick
Rolling Stock.
Engineer W. E. Wines
Power Plant Equipment.
Tools and Machinery.
Engineer H. H. Dickinson
Assistant W. E. Warne
Assistant J. N. Canavan
Assistant E. J. Wickersham
Assistant K. B. Stevens
ORGANIZATION.
441
Buildings.
Engineer... W. F. Bickel -
Assistant G. S. Walter
Assistant J. U. Nettenstrom
Assistant. C. C. Wright
Assistant W. E. Ingram
Assistant : Robert Woods
Assistant.. . J. N. Jensen
Assistant A. Larsen
Assistant . C. A. La Salle
Assistant . F. F. Tate
Assistant P. A. Ryan
Assistant Norman Laird
Assistant H. C. Felver
Assistant P. B. Tonnar
Real Estate.
Marvin A. Farr.
Joseph Donnersberger.
Draftsmen.
Chief Draftsman B. K. Read
Draftsman; W. H. Davis
Draftsman A. J. Beerbaum
Draftsman O. A. Angell
Draftsman .N. H. Cottrell
Intangible Values.
Engineer W. C. Sprau
Assistant H. G. Treichel
Assistant B. White
Assistant C. D. Wesselhoeft
Assistant A. T. Hunt
Assistant L. E. Rein
Assistant J. G. Bock
In addition to the above technical force the executive, auditing
and stenographic departments of The Arnold Company were largely
utilized in preparing the valuation.
INDEX.
A
Page.
Analysis of the premises adopted and the methods used in determining
the present value of the physical property 7
General Summary. Physical property 13
B
Buildings:
Summary 281
Power Plant and Accessories, Ewing Ave., near 95th St 282
Cheltenham Car Barn, on Coles Ave., between 78th and 79th Sts.. .. 288
Breakwater, 75th St. and Lake Ave 288
Waiting Room, Madison Ave. and 63d St 289
Timber Dock, Rear of Power House 289
Waiting Room, 64th St. and Stony Island Ave ! 290
C
Construction, Feeder Overhead' 188
Cost of Poles (Power distribution) 122
D
Dock (timber) at rear of power house 280
Deduction (estimate) to be made from estimate if the tracks to be
rehabilitated as provided in the ordinance be given an average life
of 2,y2 years and the material be given a second-hand or scrap
value, as the case may be 413
Deduction (estimate) to be made from estimate due to rehabilitation of
one mile of single track in 2l/2 years 414
Deduction (estimate) to be made from estimate due to removing tracks
and overhead trolley construction and replacing pavement on street
at expiration of franchise 415
Deduction (estimate) to be made from estimate due to restoration of
18.75 single track miles of overhead construction 417
E
Estimate of deductions to be made from estimate if the tracks to be
rehabilitated as provided in the ordinance be given an average life of
2^2 years and the material be given as second-hand or scrap value,
as the case may be 413
Summary 413
Estimate of deduction to be made from estimate due to rehabilitation of
one mile of single track in 2]/2 years 414
Rail 414
Substructure 414
Special work 414
Overhead trolley construction ; 415
Estimate of deduction to be made from estimate due to removing tracks
and overhead trolley construction and replacing pavement on street
at expiration of franchise 415
Summary 415
Streets on which deduction is to be made 416
444 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Page.
Unit price estimate macadam pavement 416
Unit price estimate granite pavement 417
Summary 417
Estimate of deduction to be made from estimate due to restoration of
18.75 single track miles of overhead construcion 417
Summary 417
Data 418
F
Feeder Construction, Overhead:
Summary 188
Details 189
Furniture and Fixtures:
Summary 269
Offices, Ewing Ave., near 95th St 270
Engine Room Office, 95th St 277
Store Room Office, 95th St 277
Stables Office, 95th St 278
Waiting Room, 64th St. and Stony Island Ave 278
Waiting Station, 75th St. and Coles Ave 278
Waiting Station 92d St. and Buffalo Ave 278
Waiting Room, 63d St. and Madison Ave 278
Fill:
Summary 409
Data 410
Franchises and Intangible Values:
Claim of City 423
Claim of S. C. C. Ry. Co 424
Routes 425
Traffic report - 427
Traffic statistics 429
Comparative statement of operating expenses 430
Comparative income account 431
Determination of franchise values 432
Value of franchises 432
Fire protection apparatus 265
P
Physical property, analysis of the premises adopted and the methods
used in determining the present value of same 7
General summary 13
Power (electric) distribution:
Summary 115
Types of overhead construction 116
Unit pole costs (wood) 122
Paving:
Summary 403
Data 404
Special work, paving 406
Summary of paving in special work 406
Power Plant:
Equipment depreciations 251
Condition of plant 252
Equipment details 254
R
Rolling Stock:
Summary 201
INDEX.
445
Page.
Car bodies 202
Passenger car bodies 203
Miscellaneous car bodies 204
Motor equipment, f. o. b. factory 205
Trucks, f. o. b. factory 206
Miscellaneous car equipment 207
Specifications for passenger cars (illustrated) 208
Real Estate:
Summary 293
Terminal station, 63d St. and Madison Ave 294
S. W. corner Stony Island Ave. and 64th St 295
Coles Ave. barn, near 78th St 296
Power house site, 9338 Ewing Ave 297
101st St. and Avenue "K" (Ewing) 208
S
Supplies:
Summary 303
In store-room 304
In shops and barn 338
In track department 368
In line department .. 368
In offices 399
Scrap material:
Summary , 303
Description 399
Summaries:
General summary of physical property 13
Track 17
Special track work 83
Electric power distribution 115
Overhead trolley construction 124
Overhead feeder construction 188
Telephone system 194
Rolling stock 201
Tools and machinery 259
Furniture and fixtures 269
Buildings 281
Real estate 293
Supplies . 303
Scrap material 303
Paving 403
Fill 409
Estimate of deduction to be made from estimate if the track to
be rehabilitated as provided in the ordinance be given an average
life of 2^2 years, and the material be given a second-hand or
scrap value, as the case may be 413
Estimate of .deduction to be made from estimate due to removing
tracks and overhead trolley construction and replacing pave¬
ment on street at .expiration of franchise 415
Estimate of deduction to be made from estimate due to restoration
of 18.75 single track miles of overhead construction 417
Value of franchises 432
T
Track:
Summary 17
Mileage and cost of different classes of electric track 18
Classes of track 19
V
446 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Page.
Details 82
Itemized estimated cost of one foot of track Ill
Unit price estimate to produce one mile of single track.
Class A 20
Class B 24
Class Bl .28
Class B3 30
Class B4 32
Class C .". 34
Class Cl 38
Class C3 41
Class D 44
Class D3 48
Class D4 50
Class El 54
Class E5 57
Class IB 60
Class 2B 62
Class 3B 64
Class 4B 66
Class 5B 67
Class 7B 69
Class'8B 71
Class lBl • ' 73
Class 2B3 75
Class 2D 77
Class 3D 79
Class 4D 81
Track Depreciation:
Class A. 4t/2 in. girder track, bonded joints 21
Class B. 6 in. girder track, bonded joints 25
Class Bl. 6 in. girder track, bonded joints 28
Class B3. 6 in. girder track, bonded joints 30
Class B4. 6 in. girder track, bonded joints 32
Class C. 6 in." girder track, bonded joints 35
Class Cl. 6 in. girder track, bonded joints 38
Class D. 7 in. girder track, bonded joints 45
Class D3. 7 in. girder track, bonded joints 48
Class D4. 7 in. girder track, bonded ioints 51
Class E5. 7t36 in. girder track, bonded joints 58
Class IB. 6 in. girder track, bonded joints 60
Class 2B. 6 in. girder track, bonded joints 62
Class 3B. 6 in. girder track, bonded joints 64
Class 4B. 6 in. girder track, bonded joints 66
Class SB. 6 in. girder track, bonded joints 67
Class 7B. 6 in. girder track, bonded joints 69
Class 8B. 6 in. girder track, bonded joints 71
Class lBl. 6 in. girder track, bonded joints........ 73
Class 2B3. 6 in. girder track, bonded joints 75
Class 2D. 7 in. girder track, bonded joints 77
Class 3D. 7 in. girder track, bonded joints 79
Class 4D. 7 in. girder track, bonded joints 81
Class A. Due to ties 21
Class B. Due to ties 25
Class Bl. Due to ties 28
Class B3. Due to ties 30
Class B4. Due to ties 32
Class C. Due to ties 35
Class Cl. Due to ties 38
l
INDEX. 447
Page.
Class C3. Due to ties 42
Class D. Due to ties 45
Class D3. Due to ties 48
Class D4. Due to ties 51
Class El. Due to ties 55
Class E5. Due to ties 58
Class IB. Due to ties 60
Class 2B. Due to ties 62
Class 3B. Due to ties 64
Class 4B. Due to ties 66
Class 5B. Due to ties 67
Class 7B. Due to ties ' 69
Class 8B. Due to ties 71
Class lBl. Due to ties 73
Class 2B3. Due to ties 75
Class 2D. Due to ties 77
Class 3D. Due to ties 79
Class 4D. Due to ties 81
Class A. Due to rail 22
Class B. Due to rail 26
Class Bl. Due to rail 28
Class B3. Due to rail .' 31
Class B4. Due to rail 33
Class C. Due to rail 36
Class Cl. Due to rail 39
Class -C3. Due to rail 42
Class D. Due to rail .. 46
Class D3. Due to rail 49
Class D4. Due to rail 52
Class El. Due to rail 55
Class E5. Due to rail 58
Class IB. Due to rail .... 60
Class 2B. Due to rail . . . .' 62
Class 3B. Due to rail 65
Class 4B. Due to rail 66
Class 5B. Due to rail . .. 67
Class 7B. Due to rail . 70
Class 8B. Due to rail 72
Class lBl. Due to rail 73
Class 2B3. Due to rail 76
Class 2D. Due to rail 78
Class 3D. Due to rail 80
Class 4D. Due to rail 81
Track, Special Work:
Summary 83
Description 84
Single track crossing 84
Steam railroad crossing 85
Single track, branch off curves 86
Single track, three part "Y". 86
Double track crossing, curves in four quadrants 87
Double track through "Y" 87
Double track three part "Y" 88
Double track branch-off 88
Cross-over 89
Single track turnout 89
Plain curve track 90
Diagrams of special work 91
On bridges 109
448 VALUATION—SOUTH CHICAGO CITY RAILWAY.
Page.
In car houses and yards 110
Telephone System:
Summary 115
Details telephone circuit 195
Trolley Construction, Overhead:
Summary 124
Deduction for outside interest in jointly owned poles and spans.... 125
Index to straight line and special work sections 126
Details of trolley wire 185
Tools and Machinery:
Summary 259
Electrical instruments 260
Floating tools in track department 260
Fixed tools 262
Fire protection apparatus 265
Wagons and miscellaneous 266
Floating tools in line department 368
Floating tools in shops 370
V
Value of franchises 432
W
Wagons and miscellaneous '. 266