__|__________|______|__________|__________|

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.
Section No. 9. Stone crushed on the work used on this section, large
and full of dust.
Section No. 21. 1:3:5 mix was used in part of this section on account
of stone being large.
Section No. 24. Different sized stone was shipped on barge and mixed
on the board for this section.
Section No. 25. 1:3:5 mix used in a small part of this section on
account of stone being large.
Sections Nos. 76, 82, 84, and 86. Stone contained large amount of
dust.

TABLE 2a.--Record of Retaining-wall Sections, Terminal Station.

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

(1) Section No.
(2) Stations.
(3) Contents of section, in cubic yards.
(4) Barrels of cement used for facing.
(5) Cubic yards of facing mortar equivalent.
(6) Barrels of cement used for bed mortar.
(7) Cubic yards of bed mortar equivalent.
(8) Cubic yards of embedded stone.

(1) (2) (3) (4) (5) (6) (7) (8)
___________________________________________________________________
| 30 {170 + 73.2} | | | | | | |
| {171 + 16.1} | 364.72 | 42.50 | 14.46 | 4.00 | 1.36 | ... |
| 33 {178 + 48.7} | | | | | | |
| {178 + 84.1} | 180.40 | 29.50 | 10.04 | 3.50 | 1.19 | ... |
| 34 {R 2 + 75.5} | | | | | | |
| {170 + 03.5} | 214.12 | 38.00 | 12.93 | 1.00 | 0.34 | 1.50 |
| 35 {171 + 16.1} | | | | | | |
| {171 + 42.5} | 381.56 | 40.25 | 13.70 | 1.00 | 0.34 | 14.37 |
| 36 {170 + 03.6} | | | | | | |
| {170 + 25.0} | 150.16 | 20.50 | 6.98 | ... | ... | 6.25 |
| 37 {171 + 42.5} | | | | | | |
| {171 + 91.3} | 869.40 | 59.50 | 20.25 | 4.50 | 1.53 | 44.96 |
| 38