The New York Rapid-transit Subway
Forfatter: Willialm Barclay Parsons
År: 1908
Forlag: The Institution
Sted: London
Sider: 135
UDK: 624.19
With An Abstract Of The Discussion Upon The Paper.
By Permission of the Council. Excerpt Minutes of Proceedings of The Institute of Civil Engineers. Vol. clxxiii. Session 1907-1908. Part iii
Søgning i bogen
Den bedste måde at søge i bogen er ved at downloade PDF'en og søge i den.
Derved får du fremhævet ordene visuelt direkte på billedet af siden.
Digitaliseret bog
Bogens tekst er maskinlæst, så der kan være en del fejl og mangler.
Proceedings.] PARSONS ON NEW YORK RAPID-TRANSIT SUBWAY. 27
At 96th Street a special local difficulty confronted the designing of
the station. Immediately to the north is the junction between the
East Side and West Side lines, and from the station the tracks ascend
in both directions at gradients as steep as are desirable, even if the
station were placed at the normal minimum depth. To lower the
station so as to permit the construction of an overhead bridge would
have increased the gradients to an extent that would have restricted
freedom in train-running. Again, 96th Street being at the
bottom of a drainage-valley, there existed a large trunk sewer 6 feet
6 inches in diameter. With the station as designed, this sewer
was lowered 2 feet 3 inches. To have lowered it 7 to 8 feet more
would have greatly increased the magnitude of the work. It was
therefore decided to reverse the procedure at this station, and, instead
of building a bridge over the tracks, to construct a passage beneath
them. By doing this the station was kept close to the surface
of the street, similar to the 72nd Street station, connection between
the two island platforms, and between the island platforms and
the street, being made by underground passage.
Although nearly all the stations are covered generally by the
plans already described, there are a few stations which are peculiar,
owing to special topographical features.
The two stations at 167th Street and 181st Street are of the
same general design and are both constructed in a deep tunnel.
The station at Mott Avenue, although constructed in open cut,
is similar to these two stations in general dimensions, methods
of working, and access. The plans for the station at Mott
Avenue are therefore shown in Fig. 6, Plate 5, as illustrative of
the three. The other two stations have a width of 53 feet between
the lines of excavation, and 48 feet between the surfaces of the
finished walls. The roof is an arch, the springing of which
is just above the station-platform. The two platforms are each
13 feet wide, and are reached by a shaft at one side containing two
elevators and a stairway. The elevators are arranged to stop at
two levels, either at the platform next adjacent to them or at about
10 feet higher, which is the level of a bridge spanning the two
tracks and reaching to the farther platform. The shafts have the
following depths to platform-levels :—
Mott Avenue..................................................46 feet
168th Street.............................................97„
181st ...................................122„
In the construction of stations the same general principles were
adopted as in the subway proper—namely, a combination of steel