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The Memphis Bridge : a report to George H. Nettleton... by George S. Morison
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APPENDIX IContinued.

TIME, COST AND MATERIALS USED IN FOUNDATIONS.

PIER I Continued.

;k

Date.

Principal

Foreman.

Night

Foreman.

SUB-

Foreman.

Lock

Tenders.

Pressure

Men.

CoffeeHouse Men.

Coffee,

Sugar.

Candles.

Coal forHeating.

1

Sacking Out

and

Clay HoistMen.

Master

Mechanic

and

Day

Engineer.

Night

Engineer.'

Pump

Men.

Firemen.

Coal

Passers.

Coal for Boilers.

Black

Oil.

Cylinder

Oil.

1890.

Days

Amt,

Days

Amt.

Days

Amount.

Days

Amt.

Hrs.

Amount.

Days

Amt.

Lbs.

. Amt.

Lbs.

Amt.

No.

Amt.

200-lb.

boxes.

Amt.

llvs.

Amount.

Hrs.

Amt.

Hrs.

Amt.

Hrs.

Amt.

Hrs.

Amt.

Hrs.

Amt.

Tons.

Amount.

Gals.

Amt.

Gals.

Amt.

<<

26

i

5.00

i

4.00

5

15.75

' 2

4.80

411

164.40

3

4.50

10

2.59

7

0.44

2

0.05

2

0.56

192

33.70

16

5.20

12

3.60

24

3.60

24

3.60

11.03

31.31

2

0.22 !....

27

i

5.00

i

4.00

5

15.75

2

4.80

414

165.60

3

4.50

9

2.33

6

0.38

5

0.12

2

0.57

192

33.70

16

5.20

12

3.60

24

3.60

24

3.60

13.18

37.38

o

0.22 | ...

28

i

5.00

i

4.00

5

15.75

2

4.80

410

164.00

3

4.50

10

2.59

8

0.50

8

0.19

2

0.56

192

33.70

17

5.60

24

7.20

12

2.40

36

5.40

36

5.40

19.22

54.44

2

0.20 ....

29

i

5.00

i

4.00

4

12.50

2

4.80

393

157.20

3

4.50

9

2.33

6

0.38

2

0.05

2

0.57

120

21.00

28

8.80

24

7.20

24

4.80

48

7.20

48

7.20

21.81

61.77

o

0.18

30

i

5.00

i

4.00

5

15.75

2

4.80

417

166.80

3

4.50

11

2.85

6

0.38

1

0.03

2

0.56

96

16.80

29

9.20

24

7.20

24

4.80

48

7.20

48

7.20

18.22

51.62

.)

0.18

< 4

31

i

5.00

i

4.00

6

20.25

2

4.90

520

257.50

3

4.50

11

2.85

8

0.50

4

0.10

2

0.57

96

16.80

28

8.80

2.4

7.20

24

4.80

48

7.20

48

7.20

27.29

77.24

o

0.18

April

1

i

5.00

i

4.00

6

21.00

2

5.00

420

263.00

3

4.50

13

3.37

9

0.57

3

0.07

2

0.56

134

23.45

28

8.80

12

3.60

36

5 40

36

5.40

12.90

36 59

2

0.18

i<

2

i

5.00

i

4.00

6

21.00

2

5.00

410

256.75

3

4.50

14

3.03

9

0.57

8

0.19

2

0.57

172

30.80

22

6.60

24

7.20

48

7.20

36

5.40

8.73

2^.81

2

0.18

tt

3

i

5.00

i

4.00

6

21.00

2

5.00

408

255.50

8

4.50

11

2.85

9

0.57

4

0.09

2

0.56

192

33.70

28

8.80

12

3.60

5.40

24

3.60

11.75

33.35

2

0.18

II

4

i

5.00

i

4.00

6

21.00

2

5.00

r»1E

245.50

3

4.50

11

2.85

8

0.50

7

0.17

2

0.57

192

33.70

16

5.20

12

3.60

24

3.60

24

3.00

9.30

26.42

2

0.18

It

5

i

5 00

i

4.00

6

21.00

2

5.00

4l 1

'57.25

3

4.50

11

2.85

8

0.50

7

0.16

2

0.56

192

33.70

16

5.20

12

3.60

24

3.60

24

3.60

12.04

34 16

2

0 18

f 4

6

i

5.00

i

4.00

51

19.25

2

5.00

392

745.50

3

4.50

10

2.59

6

0.38

2

0.04

2

0.57

184

32.50

16

5.20

12

3.60

24

3.60

24

3.60

12.61

35.77

2

0.18

44

7

i

5.00

i

4.00

6

21.00

2

5.00

406

254.25

3

4.50

11

2.85

7

0.44

5

0.12

2

0.56

192

33.70

14

4.40

12

3.60

24

3.60

24

8.00

10.59

2

0.18

<(

8

i

5.00

i

4.00

6

21.00

2

5.00

384

240.50

3

4.50

9

2.33

8

0.50

6

0.14

3

0.84

192

33.70

16

5.20

12

8.60

24

3.60

24

3 60

16.63

47 13

2

0 18

II

9

i

5.00

i

4.00

5

17.50

2

5.00

396

248.00

3

4.50

14

3.63

8

0.50

7

0.17

3

0.85

192

33.70

16

5.20

12

3.60

24

3.60

24

3.60

9.01

25.60

2

0.18

U

10

i

5.00

i

4.00

6

21.00

2

5.00

392

245.50

3

4.50

11

2.85

8

0.50

2

0.05

3

0.85

192

33.70

16

5.20

12

3.60

24

3.60

24

3.60

5.99

17.07

2

0.18

tl

11

i

5.00

i

4 00

6

21.00

2

5.00

390

244.25

3

4.50

9

2.33

8

0.50

2

0.05

3

0.85

192

33.70

16

5.20

12

3.60

24

3.60

24

3.60

4.99

14.24

2

0.18

It

12

i

5.00

i

4.00

6

21.00

2

5.00

390

244.25

3

4.50

11

2.85

8

0.50

7

0:16

3

0.84

144

25.30

16

5.20

12

3.60

24

3.60

24

3.60

9.44

26.81

2

0.18

<1

13

i

5.00

i

4.00

6

21.00

2

5.00

390

244.25

3

4.50

9

2.33

2

0.13

4

0.10

3

0.85

96

16.90

16

5.20

12

3.60

24

3.60

24

3.60

7.43

21.14

2'

0.18

14

i

5.00

i

4.00

5

17.50

2

5.00

366

229.25

3

4.50

10

2.59

6

0.38

1

0.02

3

0.85

96

' 16.90

16

5.20

12

3.60

24

3.60

24

3.60

7.86

22.35

2

0.18

15

i

5.00

: 1

4.00

5

17.50

9

X 00

9.9.9. 50

3

d 5(1

11

2 85

7

0 44

3

0 07

3

0 85

144

It

16

i

-

5.00

1

4.00

6

21.00

2

5.00

343

214.87

3

4.50

9

2.33

10

0.63

3

0.07

3

0.84

181

32.30

16

5.20

12

3.60

24

3.60

24

0.60

8.15

23.17

2

0.18

17

i

5.00

1

4.00

6

21.00

2

5.00

358

994 OX

3

4.50

6

1.56

6

0.38

3

0.07

2

0.57

192

33.70

16

5.20

12

3.60

24

3.60

24

3.60

8.81

25.04

2

0.18

18

i

5.00

1

4.00

6

21.12

2

5.50

361

242.75

3

4.50

7

1.81

5

0.31

3

0.08

3

0.61

120

21.05

16

5.20

12

3.60

24

3.60

34

5.10

9.62

19 63

2

0 18

9

0.74

II

19

i

5.00

1

4.00

6

22.50

2

6.00

358

268.50

3

4.50

7

1.81

5

0.32

3

0.08

3

0.61

8

1.60

16

5.20

12

3.60

24

3.60

24

3.60

9.29

18.96

2

0.18

It

20

i

5.00

1

4.00

6

22.50

2

6.00

334

250.50

3

4.50

7

1.82

5

0.32

7

0.17

3

0.61

42

7.20

16

5.20

12

3.60

24

3.60

24

3.60

9.07

18.51

2

0.18

it

21

i

5.00

1

4.00

6

22.50

2

6.00

278

208.50

3

4.50

6

1.56

4

0.25

6

0.15

3

0.61

16

5 90

19

R fiO

24

R 60

24

3.60

4 55

9 99

1

0 09

1 4

22

i

5.00

1

4.00

4

15.00

2

6.00

98

7 8. oO

3

4.50

5

1.30

4

0.25

10

0.23

3

0.62

16

5.20

12

3.60

24

3.60

24

3.60

0.03

0.06

1

0.11

380.00

316.00

1048.74

407.60

12683.62

295.50

167.33

29.43

5.55

153

42.04

1580.70

537.80|

1

410.40

173.90

416.00

1

435.90^1109.05

3120.22

16.03

2.96

Waste.

Lbs.

0.18

0.18

0.18

0.18

0.18

0.24

0.24

0.18

0.18

0.18

0.18

0.18

0.24

0.18

0.18

0.18

0.18

0.18

0.18

0.18

0.24

0.18

0.18

0.18

0.18

0.18

0.12

0.12

14.64

Totals

for

Each

Day.

Feet

Sunk

Each

Day.

Material.

Water

Pump.

Rev.

of

Air

p'ps.

Remarks.

Hours

Run.

Rev.

Pres.

283.50

0.56

Hard clay

24.00

45

78

31

290.53

0.92

Silt

24.00

48

77

32

316.41

2.03

< (

32.50

42

75

40

309.66

1.00

Fine sand

48.00

34

72

28

309.05

2.38

Clay, 1 sand

48.00

35

76

27

429.83

1.30

48.00

32

76

23

390.73

1.01

Clay, hard and pure

5.08

31

64

27

Stopped water pump.

383.08

0.75

tt <i tt ( (

29

387.88

0.00

it tt tl it

26

Hoisting out clay.

365.57

0.00

it (4 tt tt

37

385.04

1.21

t i tt tl 11

40

371.46

0.00

It 1 C (( tt

39

377.10

0.01

<< (t (I tt

40

381.00

0.00

tt tt tt (I

40

364.81

1.47

It' I* It tl

49

356.38

0.01

It It It tt

38

351.78

0.01

tt It It tl

40

356.57

1.34

tt tt 11 tl

35

341.56

0.00

tt tt It t t

S3

324.70

1.78

Clay, harder and

34

330.03

0.87

tougher

46

330.07

0.00

ft

40

341.43

0.01

*

45

344.96

0.85

88

Began sealing at 5 p.m.

350.24

0.00

t i

34

'

337.49

0.00

it

26

278.57

0.00

24

126.69

0.00

23

Stopped air pumps at 12.25 a.m.

22084.36

COST OF SINKING CAISSON I.

Matehial.

. Labor.

Total.

Amount as tabulated above.

$3 398.20

$18 686.16

$22 084.36

' }

Miscellaneous supplies.

916.92

' J. ;

).<!

Sundry small supplies.. .

130.04

1 .

I .

Electric light.

287.58

Medical attendance.

Maintenance of plant.

Hire of tug.

1 272.22

54.40

3 049.96

1.17

Labor, not included in table.

Total.

1 342.53

$21 300.91

1 342.53

$27 866.69