A Method of Calculating the Cubic Contents of Excavations And Embankments By Th
A Method of Calculating the Cubic Contents of Excavations And Embankments By Th
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In our eReader you can find the full English version of the book. Read A Method of Calculating the Cubic Contents of Excavations And Embankments By Th Online - link to read the book on full screen. Our eReader also allows you to upload and read Pdf, Txt, ePub and fb2 books. In the Mini eReder on the page below you can quickly view all pages of the book - Read Book A Method of Calculating the Cubic Contents of Excavations And Embankments By Th
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To quickly assess the difficulty of the text, read a short excerpt:
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.
What to read after A Method of Calculating the Cubic Contents of Excavations And Embankments By Th?
You can find similar books in the "Read Also" column, or choose other free books by John C John Cresson Trautwine to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
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.
What to read after A Method of Calculating the Cubic Contents of Excavations And Embankments By Th?
You can find similar books in the "Read Also" column, or choose other free books by John C John Cresson Trautwine to read onlineMoreLess
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