A Method of Calculating the Cubic Contents of Excavations And Embankments By Th

John C John Cresson Trautwine

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LABOR $1 PER DAT, OF 10 WORKING HOURS.
1 11 | PURE STIFF CLAY, OR LIGHT SANDY SOILS.
i "T . J.
CEMENTED GRAVEL.
3 h <2 a g| 5 ii t 1 TOTAL COST PER CUBIC YARD, TOTAL COST PER CUBIC YARD, 1?
^s EXCLUSIVE OF PROFIT TO EXCLUSIVE OF PROFIT TO sl 3 * i!
CONTRACTOR.
CONTRACTOR.
fi S || Il S-3 5 Number o loaded, each 1 >ai i Cost per cu ing, whei lit CM OQ !!
r!
* CU S OQ H ill jd a to r!
I 1 !
CM & Feet.
cub. Yds.
cts.
cts.
cts.
cts.
cts.
cts.
cts.
cts.
cts.
25 25-7 4-09 14-62 13-37 10-12 8-87 8-79 8...-04 7. 52 6-77 50 22-1 4-75 15-30 14-05 10-80 9-55 9-47 8-72 8-20 7-45 75 19-3 5-44 16-02 14-77 11-52 10-27 10-19 9-44 8-92 8-17 100 17-1 6-14 16-74 15-49 12-24 10-99 10-91 10-16 9-64 8-89 150 14-0 7-50 18-15 16-90 13-65 12-40 12-32 11-57 11-05 10-30 200 11-9 8-82 19-52 18-27 15-02 13-77 13-69 12-94 12-42 11-67 250 10-3 10-2 20-95 19-70 16-45 15-20 15-12 14-37 13-85 13-10 300 9-07 11-6 22-40 21-15 17-90 16-65 16-57 15-82 15-30 14-55 350 8-14 12-9 23-75 22-50 19-25 18-00 17-92 17-17 16-65 15-90 400 7-36 14-3 25-20 23-95 20-70 19-45 19-37 18-62 18-10 17-35 450 6-71 15-6 26-55 25-30 22-05 20-80 20-72 19-97 19-45 18-70 500 6-17 17-0 28-00 26-75 23-50 22-25 22-17 21-42 20-90 20-15 600 5-32 19-7 30-80 29-55 26-30 25-05 24-97 24-22 23-70 22-95 700 4-67 22-5 33-70 32-45 29-20 27-95 27-87 27-12 26-60 25-85 800 4-17 25-2 36-50 35-25 32-00 30-75 30-67 29-92 29-40 28-65 900 3-76 27-9 39-30 38-05 34-80 33-55 33-47 32-72 32-20 31-45 1000 3-43 30-6 42-10 40-85 37-60 36-35 36-27 35-52 35-00 34-25 1200 2-91 36-1 47-80 46-55 43-30 42-05 41-97 41-22 40-70 39-90 1400 2-53 41-5 53-40 5-2-15 48-90 47-65 47-57 46-82 46-30 45-55 1600 2-24 46-9 59-00 57-75 54-50 53-25 53-17 52-42 51-90 61-15 1800 2-00 52-5 64-80 63-55 60-30 59-05 58-97 58-22 57-70 66-95 2000 1-81 58-0 70-50 69-25 66-00 64-75 64-67 63-92 63-40 62-65 2200 1-66 63-3 76-00 74-75 71-50 70-25 70-17 69-42 68-90 68-15 2400 1-53 68-6 81-50 80-25 77-00 75-75 75-67 74-92 74-40 73-65 $ mile 1-39 75-5 88-64 87-39 84-14 82-89 82-81 82-06 81-54 80-79 62 AKTICLE 12.

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