| (1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | (9) | (10) | (11) | (12) | (13) |
| 30 | {170 + 73.2}
{171 + 16.1} | 364.72 | 42.50 | 14.46 | 4.00 | 1.36 | ... | 348.90 | 391.00 | 1.12 | 7/20/05 | 7/26/05 |
| 33 | {178 + 48.7}
{178 + 84.1} | 180.40 | 29.50 | 10.04 | 3.50 | 1.19 | ... | 169.17 | 188.00 | 1.11 | 8/7/05 | 8/11/05 |
| 34 | {R 2 + 75.5}
{170 + 03.5} | 214.12 | 38.00 | 12.93 | 1.00 | 0.34 | 1.50 | 199.35 | 217.25 | 1.09 | 8/14/05 | 8/19/05 |
| 35 | {171 + 16.1}
{171 + 42.5} | 381.56 | 40.25 | 13.70 | 1.00 | 0.34 | 14.37 | 353.15 | 400.25 | 1.13 | 8/16/05 | 8/22/05 |
| 36 | {170 + 03.6}
{170 + 25.0} | 150.16 | 20.50 | 6.98 | ... | ... | 6.25 | 136.93 | 133.75 | 0.98 | 8/19/05 | 8/22/05 |
| 37 | {171 + 42.5}
{171 + 91.3} | 869.40 | 59.50 | 20.25 | 4.50 | 1.53 | 44.96 | 802.66 | 909.00 | 1.13 | 8/22/05 | 9/6/05 |
| 38 | {171 + 91.3}
{172 + 19.2} | 233.49 | 22.75 | 7.74 | 2.75 | 0.94 | 14.45 | 210.36 | 238.50 | 1.13 | 8/24/05 | 8/27/05 |
| 39 | {179 + 27.2}
{179 + 64.2} | 255.39 | 32.00 | 10.89 | 3.00 | 1.02 | 9.05 | 234.43 | 270.25 | 1.15 | 8/29/05 | 9/2/05 |
| 40 | {170 + 25.0}
{170 + 73.2} | 500.73 | 44.25 | 15.06 | 1.00 | 0.34 | 29.64 | 455.69 | 525.75 | 1.15 | 9/11/05 | 9/15/05 |
| 41 | {169 + 50.8}
{R 2 + 75.5} | 215.93 | 28.25 | 9.61 | 2.00 | 0.68 | ... | 205.64 | 236.50 | 1.15 | 10/3/05 | 10/6/05 |
| 42 | {178 + 84.1}
{179 + 27.2} | 177.62 | 23.00 | 7.83 | 1.50 | 0.51 | 7.06 | 162.22 | 194.75 | 1.20 | 10/9/05 | 10/11/05 |
| 44 | {180 + 05.5}
{180 + 44.2} | 936.15 | 58.75 | 19.99 | 10.50 | 3.47 | 73.84 | 838.85 | 987.00 | 1.18 | 11/17/05 | 11/27/05 |
| 45 | {180 + 44.2}
{180 + 74.9} | 1,133.59 | 60.00 | 20.42 | 5.00 | 1.70 | 60.71 | 1,050.86 | 1,206.00 | 1.15 | 12/13/05 | 12/23/05 |
| 46 | {179 + 64.2}
{180 + 05.5} | 477.14 | 35.00 | 11.91 | 3.75 | 1.28 | 24.58 | 439.37 | 535.00 | 1.22 | 1/15/06 | 1/19/06 |
| 47 | {169 + 00.1}
{169 + 50.8} | 136.19 | 14.25 | 4.85 | 3.50 | 1.19 | 2.00 | 128.15 | 150.50 | 1.17 | 4/4/06 | 4/6/06 |
| 48 | {178 + 24.1}
{178 + 48.7} | 192.78 | 21.25 | 7.23 | 2.00 | 0.68 | ... | 184.87 | 226.00 | 1.22 | 4/24/06 | 4/30/06 |
|
49 | {177 + 81.1}
{178 + 24.1} | 241.51 | 25.25 | 8.59 | 2.50 | 0.85 | 1.33 | 230.74 | 274.00 | 1.19 | 5/21/06 | 5/24/06 |
| 50 | {168 + 03.6}
{168 + 45.6} | 405.61 | 25.50 | 8.68 | 4.00 | 1.36 | 36.10 | 359.47 | 406.00 | 1.13 | 6/13/06 | 6/18/06 |
| 51 | {177 + 38.4}
{177 + 81.1} | 100.54 | 12.75 | 4.34 | 3.00 | 1.02 | 0.78 | 94.40 | 112.00 | 1.19 | 6/20/06 | 6/21/06 |
| 52 | {168 + 45.6}
{168 + 80.1} | 181.96 | 19.00 | 6.47 | 1.00 | 0.34 | 9.03 | 166.12 | 190.00 | 1.14 | 6/25/06 | 6/28/06 |
| 53 | {168 + 80.1}
{169 + 00.1} | 41.32 | 3.50 | 1.19 | ... | ... | ... | 40.13 | 44.50 | 1.11 | 6/29/06 | 6/29/06 |
| 55 | {176 + 90.0}
{177 + 38.4} | 92.41 | 11.25 | 3.83 | 2.50 | 0.85 | 3.68 | 84.05 | 98.25 | 1.17 | 8/17/06 | 8/18/06 |
| 56 | {167 + 62.1}
{168 + 03.6} | 383.67 | 33.75 | 11.48 | 3.25 | 1.11 | 36.62 | 334.46 | 383.50 | 1.14 | 8/28/06 | 9/1/06 |
| 59 | {175 + 67.3}
{175 + 98.9} | 175.61 | 15.50 | 5.27 | 2.50 | 0.85 | 9.37 | 160.12 | 186.00 | 1.16 | 10/15/06 | 10/16/06 |
| 60 | {176 + 49.0}
{176 + 90.0} | 69.97 | 8.25 | 2.81 | 3.00 | 1.02 | 1.58 | 64.56 | 75.00 | 1.16 | 10/17/06 | 10/18/06 |
| 61 | {175 + 98.9}
{176 + 49.0} | 104.56 | 8.00 | 2.72 | 3.50 | 1.19 | 3.72 | 96.93 | 108.00 | 1.11 | 10/19/06 | 10/20/06 |
| 64 | {175 + 30.3}
{175 + 67.3} | 140.15 | 14.75 | 5.02 | 2.75 | 0.94 | ... | 134.19 | 161.50 | 1.20 | 11/21/06 | 11/22/06 |
| 65 | {174 + 85.4}
{175 + 30.3} | 80.66 | 9.00 | 3.06 | 2.50 | 0.85 | ... | 76.75 | 92.75 | 1.21 | 12/14/06 | 12/15/06 |
| 66 | {174 + 47.9}
{174 + 85.4} | 68.89 | 5.50 | 1.87 | 3.25 | 1.11 | ... | 65.91 | 83.50 | 1.27 | 12/18/06 | 12/18/06 |
| 67 | {174 + 21.1}
{174 + 47.9} | 60.14 | 3.00 | 1.02 | 2.00 | 0.68 | 0.92 | 57.52 | 67.50 | 1.17 | 12/21/06 | 12/21/06 |
| 68 | {167 + 12.3}
{167 + 62.1} | 379.94 | 23.50 | 8.00 | 5.00 | 1.70 | 19.34 | 350.90 | 412.50 | 1.17 | 1/2/07 | 1/6/07 |
| 69 | {173 + 85.6}
{174 + 21.1} | 77.43 | 6.50 | 2.21 | 3.00 | 1.02 | ... | 74.20 | 91.00 | 1.23 | 1/29/07 | 1/30/07 |
| 70 | {166 + 75.6}
{167 + 12.3} | 408.81 | 33.75 | 11.48 | 3.75 | 1.28 | ... | 396.05 | 468.50 | 1.18 | 4/2/07 | 4/10/07 |
| 71 | {173 + 46.5}
{173 + 85.6} | 85.92 | 8.25 | 2.81 | 1.75 | 0.60 | ... | 82.51 | 95.75 | 1.16 | 4/17/07 | 4/19/07 |
| 74 | {172 + 19.2}
{172 + 73.0} | 449.28 | 22.75 | 7.74 | 6.25 | 2.13 | ... | 439.41 | 506.00 | 1.15 | 6/20/07 | 6/24/07 |
| 75 | {172 + 73.0}
{173 + 24.0} | 502.20 | 27.25 | 9.27 | 7.00 | 2.38 | ... | 490.55 | 579.00 | 1.18 | 7/8/07 | 8/25/07 |
| 77 | {164 + 77.0}
{165 + 27.1} | 141.38 | 9.00 | 3.06 | 7.25 | 2.47 | ... | 135.85 | 161.50 | 1.19 | 7/13/07 | 7/15/07 |
| 78 | {168 + 83.4}
{169 + 18.3} | 63.35 | 3.00 | 1.02 | 1.50 | 0.51 | ... | 61.82 | 73.00 | 1.18 | 7/13/07 | 7/14/07 |
|
80 | {165 + 27.1}
{165 + 76.6} | 108.86 | 11.75 | 4.00 | 3.00 | 1.02 | ... | 103.84 | 133.50 | 1.28 | 18/07 | 7/19/07 |
| 81 | {168 + 45.6}
{168 + 83.4} | 210.97 | 13.00 | 4.42 | 6.25 | 2.13 | ... | 204.42 | 255.75 | 1.25 | 20/07 | 7/23/07 |
| 83 | {165 + 76.6}
{166 + 20.5} | 108.06 | 8.00 | 2.72 | 3.75 | 1.28 | ... | 104.06 | 128.50 | 1.23 | 7/25/07 | 7/27/07 |
| 85 | {166 + 20.5}
{166 + 64.6} | 107.52 | 9.00 | 3.06 | 2.25 | 0.76 | ... | 103.70 | 144.50 | 1.39 | 7/29/07 | 7/30/07 |
| 87 | {166 + 64.6}
{166 + 75.6} | 23.44 | 1.00 | 0.34 | 2.25 | 0.42 | ... | 22.68 | 30.00 | 1.32 | 7/31/07 | 7/31/07 |
| 88 | {164 + 26.3}
{164 + 77.0} | 317.72 | 24.00 | 8.17 | 2.25 | 0.76 | ... | 308.79 | 370.00 | 1.20 | 8/8/07 | 8/11/07 |
| 89 | {173 + 20.8}
{173 + 46.5} | 93.51 | 5.60 | 1.70 | 1.50 | 0.51 | ... | 91.30 | 121.75 | 1.33 | 9/7/07 | 9/8/07 |
| 91 | {180 + 74.9}
{180 + 92.7} | 141.40 | 17.50 | 5.96 | ... | ... | ... | 135.44 | 203.50 | 1.50 | 11/18/07 | 11/20/0 |
| 92 | {180 + 92.7}
{181 + 28.8} | 118.93 | 19.00 | 6.46 | ... | ... | ... | 112.47 | 190.00 | 1.69 | 12/1/08 | 12/2/08 |
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. 47. Part of this section was removed on account of damage done by blasting and was replaced by Section No. 78.
Section No. 52. All of this section was removed on account of damage done by blasting and was replaced by Section No. 81.
Section No. 53. All of this section was removed on account of damage done by blasting and was replaced by Sections Nos. 78 and 81.
[TABLE 3.]—Record of Retaining Wall Sections.
| (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. |