Transcriber's Note:
The three numbered Tables were originally printed sideways, with the top of each table on the right. For Tables 1 and 2, page numbers are therefore out of sequence. Readers who have trouble with the numerals should try their browser's "larger font" or "text zoom" feature.
[TABLE 1.]—Record of Retaining-Wall Sections, Terminal Station.
West Thirty-first Street from Seventh Avenue to Ninth Avenue.
| (1) | Section No. | (8) | Cubic yards of embedded stone. |
| (2) | Stations. | (9) | Cubic yards of concrete in section (net). |
| (3) | Contents of section, in cubic yards. | (10) | Barrels of cement used in concrete. |
| (4) | Barrels of cement used for facing. | (11) | Barrels of cement per cubic yard of concrete. |
| (5) | Cubic yards of facing mortar equivalent. | (12) | Concrete started. |
| (6) | Barrels of cement used for bed mortar. | (13) | Concrete finished. |
| (7) | Cubic yards of bed mortar equivalent. |
| (1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | (9) | (10) | (11) | (12) | (13) |
| 1 | {165 + 05.8}
{165 + 66.0} | 617.48 | 17.50 | 5.95 | ... | ... | ... | 611.53 | 731.50 | 1.20 | 11/4/04 | 11/20/04 |
| 2 | {165 + 66.0}
{165 + 95.4} | 233.96 | 10.25 | 3.49 | ... | ... | ... | 230.47 | 277.25 | 1.20 | 11/21/04 | 11/27/04 |
| 3 | {165 + 95.4}
{166 + 41.2} | 355.20 | 24.50 | 8.34 | ... | ... | ... | 346.86 | 398.25 | 1.15 | 11/26/04 | 12/3/04 |
| 4 | {171 + 03.4}
{171 + 53.4} | 309.29 | 67.50 | 23.00 | ... | ... | ... | 286.29 | 360.50 | 1.26 | 12/2/04 | 12/10/04 |
| 5 | {177 + 44.0}
{177 + 94.0} | 109.62 | 30.25 | 10.30 | ... | ... | ... | 99.32 | 120.75 | 1.22 | 12/28/04 | 12/30/04 |
| 6 | {171 + 53.4}
{171 + 83.0} | 246.35 | 27.75 | 9.44 | ... | ... | ... | 236.91 | 292.50 | 1.23 | 1/2/05 | 1/11/05 |
| 7 | {166 + 41.2}
{166 + 79.0} | 644.12 | 77.50 | 26.37 | ... | ... | ... | 617.75 | 737.00 | 1.19 | 1/13/05 | 2/4/05 |
| 8 | {171 + 83.0}
{172 + 12.0} | 394.43 | 63.75 | 21.69 | ... | ... | ... | 372.74 | 420.75 | 1.13 | 1/14/05 | 1/28/05 |
| 9 | {166 + 79.0}
{167 + 20.5} | 974.58 | 103.75 | 35.30 | 2.50 | 0.85 | 7.96 | 930.47 | 1,066.25 | 1.14 | 2/18/05 | 3/13/05 |
| 10 | {170 + 16.6}
{170 + 58.6} | 767.34 | 92.50 | 31.48 | 2.75 | 0.94 | ... | 734.92 | 852.50 | 1.16 | 1/31/05 | 2/25/05 |
| 11 | {170 + 58.6}
{171 + 03.4} | 599.17 | 77.00 | 26.20 | 10.25 | 3.49 | ... | 569.48 | 689.75 | 1.21 | 3/11/05 | 3/23/05 |
| 12 | {167 + 20.5}
{167 + 43.9} | 535.28 | 50.50 | 17.18 | 2.00 | 0.68 | 4.00 | 513.42 | 611.75 | 1.19 | 3/9/05 | 3/26/05 |
| 13 | {175 + 18.5}
{175 + 61.8} | 553.04 | 62.00 | 21.10 | 5.25 | 1.79 | ... | 530.15 | 630.50 | 1.19 | 3/15/05 | 3/29/05 |
| 14 | {177 + 02.9}
{177 + 44.0} | 305.12 | 49.25 | 16.76 | 4.50 | 1.53 | ... | 286.83 | 340.25 | 1.19 | 3/26/05 | 3/31/05 |
| 15 | {175 + 61.8}
{176 + 91.7} | 429.88 | 50.00 | 17.01 | 1.50 | 0.51 | ... | 412.36 | 472.50 | 1.15 | 3/28/05 | 4/14/05 |
| 16 | {176 + 62.5}
{177 + 02.9} | 675.64 | 77.50 | 26.37 | 6.25 | 2.13 | ... | 647.14 | 788.00 | 1.22 | 4/1/05 | 4/17/05 |
| 17 | {174 + 04.5}
{174 + 29.6} | 162.98 | 29.00 | 9.87 | 3.50 | 1.19 | ... | 151.92 | 182.50 | 1.20 | 5/3/05 | 5/6/05 |
| 18 | {175 + 91.7}
{176 + 21.5} | 698.88 | 46.25 | 15.72 | 4.50 | 1.53 | 15.86 | 665.77 | 801.00 | 1.20 | 5/9/05 | 5/19/05 |
| 19 | {176 + 21.5}
{176 + 62.5} | 1,166.79 | 81.50 | 27.73 | 4.00 | 1.36 | 34.96 | 1,102.74 | 1,354.50 | 1.23 | 5/15/05 | 5/28/05 |
| 20 | {167 + 43.9}
{167 + 92.6} | 975.53 | 95.75 | 32.58 | 3.25 | 1.11 | 36.99 | 904.85 | 1,012.75 | 1.12 | 5/25/05 | 6/3/05 |
|
21 | {172 + 12.0}
{172 + 45.2} | 271.48 | 31.75 | 10.80 | 2.50 | 0.85 | 8.65 | 251.18 | 311.50 | 1.24 | 5/29/05 | 6/3/05 |
| 22 | {168 + 41.3}
{168 + 72.6} | 316.30 | 44.00 | 14.97 | 5.25 | 1.79 | 7.18 | 292.36 | 338.75 | 1.16 | 6/5/05 | 6/10/05 |
| 23 | {173 + 63.6}
{174 + 04.5} | 529.33 | 54.75 | 18.63 | 4.75 | 1.62 | 1.25 | 507.83 | 587.25 | 1.16 | 6/5/05 | 6/13/05 |
| 24 | {167 + 92.6}
{168 + 41.3} | 1,010.64 | 66.00 | 22.46 | 5.50 | 1.87 | 10.16 | 976.15 | 1,038.75 | 1.07 | 6/8/05 | 6/21/05 |
| 25 | {173 + 21.2}
{173 + 63.6} | 675.21 | 77.75 | 26.46 | 2.50 | 0.85 | 12.00 | 635.90 | 776.25 | 1.22 | 6/16/05 | 6/24/05 |
| 26 | {164 + 72.5}
{165 + 05.8} | 458.22 | 40.00 | 13.61 | 5.50 | 1.87 | 22.37 | 420.37 | 532.00 | 1.26 | 6/23/05 | 6/28/05 |
| 27 | {172 + 81.9}
{173 + 21.2} | 409.43 | 35.00 | 11.91 | 9.75 | 3.31 | 4.64 | 389.57 | 450.00 | 1.16 | 6/27/05 | 7/7/05 |
| 28 | {164 + 27.6}
{164 + 72.5} | 658.46 | 72.00 | 24.50 | 1.50 | 0.51 | 16.40 | 617.05 | 726.25 | 1.18 | 6/29/05 | 7/7/05 |
| 29 | {172 + 45.2}
{172 + 81.9} | 345.89 | 30.25 | 10.29 | 5.00 | 1.70 | 1.62 | 332.28 | 384.00 | 1.16 | 7/11/05 | 7/19/05 |
| 31 | {174 + 78.0}
{175 + 18.5} | 507.50 | 35.75 | 12.17 | 3.00 | 1.02 | 17.09 | 477.22 | 567.50 | 1.19 | 7/29/05 | 8/6/05 |
| 32 | {174 + 29.6}
{174 + 78.0} | 396.99 | 43.75 | 14.89 | 1.75 | 0.60 | 6.50 | 375.00 | 434.25 | 1.16 | 8/5/05 | 8/12/05 |
| 43 | {177 + 94.0}
{178 + 44.1} | 194.07 | 30.00 | 10.21 | 2.00 | 0.68 | 8.35 | 174.83 | 219.75 | 1.26 | 11/9/05 | 11/12/05 |
| Pier | {168 + 72.6}
{168 + 81.1} | 106.52 | ... | ... | ... | ... | ... | 106.52 | 144.00 | 1.35 | 12/6/06 | 12/8/06 |
| 76 | {178 + 44.1}
{178 + 94.1} | 136.32 | 12.75 | 4.34 | 4.75 | 1.62 | ... | 130.36 | 142.50 | 1.09 | 7/8/07 | 7/10/07 |
| 79 | {178 + 94.1}
{179 + 44.1} | 118.07 | 9.00 | 3.06 | 8.50 | 1.19 | ... | 113.82 | 129.50 | 1.14 | 7/15/07 | 7/16/07 |
| 82 | {179 + 44.1}
{179 + 93.7} | 126.12 | 6.50 | 2.21 | 2.50 | 0.85 | ... | 123.06 | 131.75 | 1.07 | 7/22/07 | 7/23/07 |
| 84 | {179 + 93.7}
{180 + 44.2} | 126.77 | 6.75 | 2.30 | 2.25 | 0.77 | ... | 123.70 | 133.50 | 1.08 | 7/26/07 | 7/27/07 |
| 86 | {180 + 44.2}
{180 + 93.6} | 162.48 | 8.00 | 2.72 | 2.75 | 0.94 | ... | 158.82 | 167.00 | 1.05 | 7/30/07 | 7/31/07 |
| 90 | {180 + 93.6}
{181 + 17.9} | 92.52 | 4.00 | 1.36 | 1.00 | 0.34 | ... | 90.82 | 115.00 | 1.27 | 8/18/08 | 8/18/08 |
Note.—The number of cubic yards of crushed stone used in any section can be found by multiplying the figure for that section in Column 10 by 0.7778.
The number of cubic yards of sand used in any section can be found by multiplying: the sum of the figures for that section in Columns 4, 6, and 10 by 0.3889.
Remarks.—Section No. 4. Amount of sand cut down on a part of this section on account of dust in stone.
Section No. 8. O'Rourke stone used on this section, large and full of dust.