| 43 {177 + 94.0} | | | | | | | | {178 + 44.1} | 194.07 | 30.00 | 10.21 | 2.00 | 0.68 | 8.35 | | Pier {168 + 72.6} | | | | | | | | {168 + 81.1} | 106.52 | ... | ... | ... | ... | ... | | 76 {178 + 44.1} | | | | | | | | {178 + 94.1} | 136.32 | 12.75 | 4.34 | 4.75 | 1.62 | ... | | 79 {178 + 94.1} | | | | | | | | {179 + 44.1} | 118.07 | 9.00 | 3.06 | 8.50 | 1.19 | ... | | 82 {179 + 44.1} | | | | | | | | {179 + 93.7} | 126.12 | 6.50 | 2.21 | 2.50 | 0.85 | ... | | 84 {179 + 93.7} | | | | | | | | {180 + 44.2} | 126.77 | 6.75 | 2.30 | 2.25 | 0.77 | ... | | 86 {180 + 44.2} | | | | | | | | {180 + 93.6} | 162.48 | 8.00 | 2.72 | 2.75 | 0.94 | ... | | 90 {180 + 93.6} | | | | | | | | {181 + 17.9} | 92.52 | 4.00 | 1.36 | 1.00 | 0.34 | ... | |___________________|__________|_______|_______|_______|____
__|_______|

TABLE 1b.—­Record of Retaining-Wall Sections, Terminal Station.

West Thirty-first Street from Seventh Avenue to Ninth Avenue.

 (1) Section No.
 (2) Stations.
 (9) Cubic yards of concrete in section (net).
(10) Barrels of cement used in concrete.
(11) Barrels of cement per cubic yard of concrete.
(12) Concrete started.
(13) Concrete finished.

(1)      (2)            (9)       (10)    (11)     (12)       (13)
____________________________________________________________

__________
|  1   {165 + 05.8} |          |          |      |          |          |
|      {165 + 66.0} |   611.53 |   731.50 | 1.20 |  11/4/04 | 11/20/04 |
|  2   {165 + 66.0} |          |          |      |          |          |
|      {165 + 95.4} |   230.47 |   277.25 | 1.20 | 11/21/04 | 11/27/04 |
|  3   {165 + 95.4} |          |          |      |          |          |
|      {166 + 41.2} |   346.86 |   398.25 | 1.15 | 11/26/04 |  12/3/04 |
|  4   {171 + 03.4} |          |          |      |          |          |
|      {171 + 53.4} |   286.29 |   360.50 | 1.26 |  12/2/04 | 12/10/04 |
|  5   {177 + 44.0} |          |          |      |          |          |
|      {177 + 94.0} |    99.32 |   120.75 | 1.22 | 12/28/04 | 12/30/04 |
|  6   {171 + 53.4} |          |          |      |          |          |
|      {171 + 83.0} |   236.91 |   292.50 | 1.23 |   1/2/05 |  1/11/05 |
|  7   {166 + 41.2} |          |          |      |          |          |
|      {166 + 79.0} |   617.75 |   737.00 | 1.19 |  1/13/05 |   2/4/05 |
|  8   {171 + 83.0} |          |          |      |          |          |
|      {172 + 12.0} |   372.74 |   420.75 | 1.13 |  1/14/05 |  1/28/05 |
|  9   {166 + 79.0} |          |          |      |          |          |