Transactions of the American Society of Civil Engineers, Vol. LXVIII, Sept. 1910: The New York Tunnel Extension of the Pennsylvania Railroad.; Paper No. 1150Raymond, Charles W.
History
Transactions of the American Society of Civil Engineers, Vol. LXVIII, Sept. 1910: The New York Tunnel Extension of the Pennsylvania Railroad.; Paper No. 1150
Raymond, Charles W.
Civil engineering -- Periodicals; Railroad tunnels -- Design and construction
This Division begins at the eastern limits of the New York Station at a
point in 32d Street, 292 ft. east of the west line of Seventh Avenue,
and at a point in 33d Street, 502 ft. east of the west line of Seventh
Avenue, and also includes the excavation work and retaining walls for
the station site and yard, to the track level, westward to Ninth Avenue.
It extends eastward from the station under 32d and 33d Streets through
tunnels partly three-track and partly so-called twin tunnels to Second
Avenue; thence the line curves to the left under private property to
permanent shafts a few feet east of First Avenue. Four single-track,
cast-iron, concrete-lined tunnels, with outside diameters of 23 ft.,
pass under the East River, and, after passing through permanent shafts
near the bulkhead line, reach the surface in Long Island City from 3,000
to 4,200 ft. east of the East River. The tunnel portals are in
Sunnyside Yard, which extends to Woodside, the easterly end of the
Division, and the Yard grading with its buildings and a number of City
viaducts crossing it were executed under this Division. The total length
of the Division is 4.48 miles.
The total length of the entire line is 13.66 miles. There are 6.78 miles
of single-track tube tunnels, and the average length of the tunnels
between portals is 5.56 miles.
[Illustration: PLATE II.--Pennsylvania Tunnel and Terminal Railroad. Map
and Profile. Harrison Yard to Bergen Hill Tunnel. Meadow Division July
30 1909]
GENERAL CONSIDERATIONS.
Details have been omitted from the foregoing description, as they can be
treated better and more fully by the constructing engineers in
succeeding papers. There are, however, some general considerations
involved in the designing of the work, which may, perhaps, be referred
to more conveniently in this introductory paper, and these will now
receive attention.
In all parts of the work problems were encountered requiring for their
solution large expenditures and much engineering skill; but many of
these difficulties had been frequently met in previous engineering
experience, and the methods of overcoming them were well understood.
Thus, in the Meadows Division, a long and heavy embankment, part of
which was on submerged meadow land, and many bridge foundations had to
be constructed; in the Bergen Hill tunnels, very tough trap rock was
encountered; in the tunnels under the city, the work was much
complicated and its cost increased greatly by the necessity of caring
for sewers, water and gas pipes, and the foundations of adjacent
buildings; and many troublesome problems were met in the construction of
the tunnels connecting the East River tunnels with the Sunnyside Yard.
Public-domain text, read in full here on John Shaqi.
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