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Transactions of the American Society of Civil Engineers, vol. LXVIII, Sept. 1910 - The Site of the Terminal Station. Paper No. 1157 by George C. Clarke
page 19 of 73 (26%)
dropped into position, it was firmly drifted to the foot-blocks,
previously described, and the excavation made for them was filled with
concrete well rammed about the blocks and rounded off 6 in. above the
surface of the ground. Secure flashings, in two sections, were then made
about the posts to cover the holes made in the gutter and roof, the
bottom sections being firmly soldered to the roof or gutter, and the top
sections, which lapped over the bottom and cleared them 2 in. in all
directions, were firmly nailed to the posts and the joints leaded. This
arrangement allowed the bents to move slightly, and at the same time
made the roof and gutter water-tight. These bents were placed 16 ft. on
centers to correspond with the spacing of the doors of the freight shed.

Under the cross-overs near Eleventh Avenue, where the tracks had to
be supported in different positions on the caps, and could no longer
be kept over the posts, the caps were trussed and the posts were
reinforced, as shown on Bents "_J_," "_H_," and "_K_," Fig. 5.

[Illustration:
Fig. 5.
DETAIL OF BENTS FOR MATERIAL TRESTLE]

The trusses for the through bridge over the tracks were erected on
Sunday, April 16th. The two trusses, one 122 ft. and the other 165 ft. 8
in. from center to center of end posts, had been assembled and riveted,
lying flat on cribwork a few feet above the ground, south of the
permanent position and between the New York Central tracks and Eleventh
Avenue. On the date stated, the contractor, having been given permission
to block the Central's tracks from 5 a.m. to 9 p.m., erected a large
steel gin pole just south of the correct position of the center of the
north truss, which was then dragged, from the place where it had been
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