appendix I. — Continued.
53
TIME, COST AND MATERIALS USED IN
FOUNDATIONS.
PIER Y,
Date.
Principal
Foreman.
Night
Foreman.
Sub-
Foremen.
Lock
Tenders.
Pressure
Men.
CoffeeHouse Men.
Coffee.
Sugar.
Candles.
Coal forHeating.
Clay HoistMen,
Master
Mechanic
and
Day
Night
Engineer.
Pump
Men.
Firemen.
Coal
Passers.
Coal for Boilers.
Black
Oil.
Cylinder
Oil.
Waste.
Totals
for
Each
Day.
Feet
Sunk
Each
Day.
Material.
Water
Pump.
Rev.
of
Air
p’ps.
Remarks.
Engineer.
Hours
Run.
1890.
Days
Amt.
Days
Amt.
Days
Amount.
Days
Amt.
Hrs.
Amount.
Days
Amt.
Lbs.
Amt.
Lbs.
Amt.
No.
Amt.
200-lb.
boxes.
Amt.
Hrs.
Amount.
Hrs.
Amt.
Hrs.
Amt.
Hrs.
Amt.
Hrs.
Amt.
Hrs.
Amt.
Tons,
Amount.
Gals.
Amt.
Gals.
Amt.
Lbs.
Amt.
Rev.
Pres.
May
7
i
5.00
2
6.00
210
42.00
12
24
2.50
3.60
3.60
3.60
3.60
3.60
3.60
3.60
3.60
3.60
3.60
3.60
3.60
3.60
3.60
3.60
3.60
3.60
3.60
3.60
3.60
3.60
3.60
3.60
3.60
i
i
X
0.05
0.06
0.06
0.05
0.06
0.05
0.11
0.06
0.05
0.06
0.05
0.05
0.06
0.05
0.11
0.06
0.05
0.06
0.11
0.05
0.06
0.05
0.06
0.06
0.05
1
0.37
3
0.15
0.10
0.15
0.15
0.15
0.10
0.15
0.15
0.15
0.10
0.15
0.10
0.15
0.10
0.15
0.15
0.15
0.10
0.15
0.15
0.15
0.10
0.15
0.15
0.15
56.07
76.98
103.18
101.9496.12
83.6139.4332.3732.74
60.61
106.97
107.72
102.20
102.52
102.56
104.46
119.43
141.95134.74138.05
144.00
209.20
207.35
205.81
213.22
0.20
2.20
2.99
5.45
5.95
2.554.320.010.000.14
0.56
2.04
2.39
2.85
3.60
5.50
5.22
8.956.090.05
5.20
4.64
1.562.362.52
Silt
it
8
i
5.00
i
4.00
2
6.00
i
2.00
160
32.00
i
1.50
2
0.54
2
0.13
5
0.25
i
0.20
4
1.60
5.20
5.20
5.20
5.20
5.20
5.20
5.20
5.20
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
3.60
12
24
24
24
24
24
12
12
12
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
2.00
3.60
3.60
3.60
3.60
3.60
1.80
1.80
1.80
3.60
3.60
3.60
3.60
3.60
3.60
3.60
3.87
3.60
3:60
3.60
3.60
3.60
3.60
3.60
7.02
8.00
7.34
5.21
6.53
4.222.422.424.39
7.68
8.17
7.186.857.51
6.53
8.68
8.337.028.49
9.3310.47
8.338.008.82
14.40
16.4015.0610.68
13.418.67
4.96
4.979.00
15.74
16.76
14.72
14.05
o
8.00
19.92
24.00
9.42
16.75
39
49
45
47
49
79
807781
77
36
30
22
24
24
27161821
28
232222
24
19
30
30
28
29
35
42
28
27
32
Began concreting. Put on air and[started pumps at 11.35 p.m.
< 1
9
i
5.00
i
4.00
3
9.00
2
4.00
176
44.00
2
3.00
2
0.54
8
0.52
6
0.30
i
0.21
16
3.60
24
24
24
24
24
24
24
24
3
it
**
10
i
5.00
i
4.00
3
9.00
2
4.00
176
44.00
2
3.00
3
0.81
8
0.52
3
0.15
i
0.20
16
3.60
3.60
3.60
X
3
It
It
11
i
5.00
i
4.00
O 8
1
6.90
2
4.00
176
44.00
2
3.00
4
1.08
8
0.52
3
0.15
i
0.21
16
*
1
1
0.37
3
tt
it
12
i
5.00
i
4.00
3.00
2
4.00
134
33.50
2
3.00
3
0.81
6
0.39
3
0.15
i
0.20
16
9
Black quick sand
tt tt it
tt
13
i
5.00
i
4.00
2
4.00
1
1.50
16
16
16
16
3.60
3.60
3.60
3.60
1
3
Waiting for air lock.
a
14
i
5.00
i
4.00
2
4.00
2
tt it it
tt
15
i
5.00
i
4.00
2
4.00
2
1
0.37
2
it tt It
a a a tt
tt
16
i
5.00
i
4.00
liV
3
3.30
2
4.00
62
15.50
2
3.00
6
1.62
8
0.52
2
0.10
i
0.21
£
2
3
It ti tt
7.00
20.33
21.75
22.7521.1623.42
22.25
24.00
22.16
15.92
23.75
33.33
23.3323.5823.16
22.92
45
46
48
45
4652
47
52
5353
49
49
51
51
56
57
79
79
8088
9592
9699
100
98
99
99
103
104110110
Air lock placed.
11
17
i
5.00
i
4.00
9.00
2
4.00
192
48.00
2
3.00
5
1.35
2
0.13
7
0.35
i
0.20
16
5.20
3.60
24
i
it (4 It
a
18
i
5.00
i
4.00
3
9.00
2
4.00
192
48.00
2
3.00
4
1.08
8
0.52
i
0.21
16
5.20
3.60
3.60
3.60
24
24
24
x
2
Hard tough silt
il It tt
a
19
i
5.00
i
4.00
3
9.00
2
4.00
176
44.00
2
3.00
4
1.08
8
0.52
2
0.10
i
0.20
16
5.20
*
1
0.37
3
a
20
i
5.00
i
4.00
3
9.00
2
4.00
184
46.00
2
3.00
2
0.54
8
0.52
1
0.05
i
0.21
16
5.20
2
tt a (i
it
21
i
5.00
i
4.00
3
9.00
2
4.00
176
44.00
2
3.00
4
1.08
8
0.52
2
0.10
i
0.20
16
5.20
3.60
3.60
24
15.40
1
3
Fine sand
it tl
it
22
i
5.00
i
4.00
3
9.00
2
4.00
192
48.00
2
3.00
4
1.08
8
0.52
1
0.05
i
0.21
16
5.20
24
13.39
*
3
it
23
i
5.00
i
4.00
3
9.25
2
4.80
192
57.20
2
3.00
4
1.08
8
0.52
i
0.20
16
5.20
5.20
3.60
3.60
3.60
24
24
17.81
17.08
14.40
1
0.37
3
tt tt
* t
24
i
5.00
i
4.00
4
13.00
2
4.80
186
74.40
3
4.50
6
1.62
14
0.91
i
0.21
16
X
2
tt tt
25
i
5.00
i
4.00
4
13.00
2
4.80
177
70.80
3
4.50
4
1.08
10
0.65
1
0.05
i
0.20
16
5.20
24
1
3
tt tt
n
26
i
5.00
i
4.00
4
13.00
2
4.80
177
70.80
3
4.50
5
1.35
12
0.78
i
0.21
16
5.20
12
12
12
12
12
12
3.60
3.60
3.60
3.60
3.60
3.60
24
24
24
24
24
17.41
19.13
21.48
17.08
16.4118.08
i
i
x
3
11 tt
a
27
i
5.00
i
4.00
4
13.00
2
4.80
186
74.40
3
4.50
5
1.35
16
1.04
i
0.20
16
16
5.20
5.20
1
0.37
3
Coarser sand with
gravel
(
i i
28
i
5.00
i
4.00
6
21.00
2
5.00
208
130.00
3
4.50
4
1.08
12
0.78
i
0.21
2
11
29
i
5.00
i
4.00
6
21.00
2
5.00
212
132.50
3
4.50
4
1.08
12
0.78
i
0.20
16
5.20
5.20
X
a
“
30
i
5.00
i
4.00
6
21.00
2
5.00
210
131.25
3
4.50
4
1.08
12
0.78
i
0.21
16
X
1
0.37
3
tl
< <
31
i
5.00
i
4.00
6
21.00
2
5.00
208
130.00
3
4.50
3
0.81
12
0.78
8
0.40
i
0.20
40
7.25
16
5.20
24
4
3
Same streaked with
_
mud
Sand with gravel
*1 tl tl
June
1
i
5.00
i
4.00
6
21.00
2
5.00
198
123.75
3
4.50
3
0.81
12
0.78
i
0.21
40
7.25
! 16
5.20
12
12
3.60
3.60
24
3.60
3.60
3.60
24
24
24
24
3.60
3.60
3.60
3.60
3.60
3.60
3.60
3.60
3.60
3.60
8.50
9.48
9.47
8.99
7.18
9.00
6.85
6.02
4.54
4.21
3 72
17.44
19.45
i
1
0.06
0.11
2
0.10
0.10
0.15
0.10
205.90
207.93
210.06
212.06
2.58
1.93
1.68
0.70
20.1323 58
57
57
48
56
109
no
105
99
33
36
43
33
31
45
43
443533
an
2
i
5.00
i
4.00
6
21.00
2
5.00
204
127.50
3
4.50
3
0.81
12
0.78
4
6.20
i
0.20
16
2.90
16
5.20
24
1
0.37
2
**
3
i
5.00
i
4.00
6
21.00
2
5.00
208
130.00
3
4.50
4
1.08
10
0.65
2
0.10
i
0.21
16
2.90
16
5.20
12
3.60
24
19.42
0.05
3
il tl it
22 25
(
4
i
5.00
i
4.00
6
21.00
2
5.00
208
130.00
3
4.50
5
1.35
12
0.78
11
0.55
i
0.20
28
5.08
16
5.20
12
3.60
24
3.60
18.44
I
l
0.06
2
II 11 II
23.45
1
5
i
5.00
i
4.00
6
21.00
2
5.00
214
133.75
3
4.50
7
1.89
12
0.78
4
0.20
i
0.21
68
12.12
16
5.20
12
3.60
24
3.60
3.60
24
24
24
24
24
24
o,i
14.72
18.45
0.05
0.05
1
0.37
9
0.10
0 15
219.69
214.60
214.67
1.17
1.03
Sandy clay
it il
14.08
11.82
57
57
99
107
It
6
i
5.00
i
4.00
6
21.00
2
5.00
194
121.25
3
4.50
8
2.16
16
1.04
1
0.05
i
0.20
88
15.75
16
5.20
12
3.60
24
l
3
Stopped pump at 9.15 p.m.
i
7
i
5.00
i
4.00
6
21.00
2
5.00
202
126.25
3
4.50
6
1.62
12
0.78
7
0.35
i
0.21
88
15.75
16
5.20
12
3.60
24
3.60
14.05
0.06
2
0.10
0.10
0.41
II II
8
i
5.00
i
4.00
6
22.02
2
5.50
174
124.75
3
4.50
5
1.35
12
0.78
4
0.20
i
0.20
24
4.35
16
5.20
12
3.60
24
3.60
12.34
i
4
0.05
1
0.37
2
201.51
0 04
II II
Began sealing at 3.15 p.m.
it
9
i
5.00
i
4.00
6
22.50
2
6.00
182
136.50
3
4.50
5
1.35
12
0.78
2
0.10
i
0.21
16
5.20
12
3.60
24
24
3.60
3.60
3 60
9.31
0.06
3
0.15
0.15
0 10
206 46
0 01
t
10
i
5.00
i
4.00
6
22.50
2
6.00
170
127.50
3
4.50
4
1.08
8
0.52
5
0.25
i
0.20
16
5.20
12
3.60
3.60
8.63
7 62
X
0.05
0 Of?
3
2
196.38
134 11
0.00
0 on
Supply shaft clogged up.
a
11
i
5.00
i
4.00
3A
13.03
2
6.00
105
79.00
1 3
1.95
1
0.27
3
0.19
6
0.30
i
0.21
16
16
5.20
5.20
12
24
X
l
0 37
12
12
1.80
12
1.80
0.43
0 ! 88
2
0.10
9.78
31
Finished sealing at 12 m. Stopped air[compressors at 4 p.m.
180.00
140.00
469.50
160.50
2764.60
121.95
35.91
20.21
4.50
3.2
6.56
73.35
183.60
126.00
130.30
121.07
247.33
507.25
2.20
4.07
4.80
5056.37
COST OF SINKING CAISSON V.
Amount as tabulated above.
Miscellaneous supplies.
Sundry small supplies.
Electric light.
Medical attendance.
Maintenance of plant.
Hire of tug..
Labor not included in table,
Material.
$585.50
729.94
85.03
179.06
55.05
627.72
48.58
$2310.87
Labor.
$4470.87
767.34
1001.31
$6239.52
Total.
$5056.37
729.94
85.02
179.06
55.05
1395.06
48.58
1001.31
$8550.39