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Transactions of the American Society of Civil Engineers, vol. LXVIII, Sept. 1910 - The New York Tunnel Extension of the Pennsylvania Railroad. - The East River Tunnels. Paper No. 1159 by S. H. Woodard;Francis Mason;James H. Brace
page 17 of 93 (18%)
constructed at Manhattan over each pair of tunnels. Each shaft was
located across two lines, with its longer axis transverse to the
tunnels. Plate XIII shows their relative positions. They were divided
equally by a reinforced concrete partition wall transverse to the line
of the tunnels. On completion, the western portions were turned over to
the contractor for the cross-town tunnels for his exclusive use.

_South Shaft._--Work on the south shaft was started on June 9th, 1904,
with the sinking of a 16 by 16-ft. test pit in the center of the south
half of the south shaft, which reached disintegrated rock at a depth of
about 20 ft.

Starting in August, the full shaft area, 74 by 40 ft., was taken out in
an open untimbered cut to the rock, and a 20 by 50-ft. shaft was sunk
through the rock to tunnel grade, leaving a 10 or 12-ft. berm around it.
(Fig. 1, Plate LXX.)

The erection of the caisson was started, about the middle of January, on
the rock berm surrounding the 20 by 50-ft. shaft and about 15 ft. below
the surface. Fig. 3, Plate LXIV, shows the cutting edge of the caisson
assembled. The excavation of the small shaft had shown that hard rock
and only a very small quantity of water would be encountered, and that
the caisson need be sunk only a short distance below the rock surface.
Therefore, no working-chamber roof was provided, the caisson was built
to a height of only 40 ft., and the circular openings were permanently
closed.

The assembling of the caisson took 2-1/2 months, and on April 2d
lowering was started. Inverted brackets were bolted temporarily to the
cutting-edge stiffening brackets, and the sinking was carried on by
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