[Illustration: MOVING WEST SIDE WALL TO WIDEN SUBWAY FOR THIRD
TRACK--135TH STREET AND BROADWAY]

[Illustration: SUBWAY THROUGH NEW "TIMES" BUILDING, SHOWING
INDEPENDENT CONSTRUCTION--THE WORKMEN STAND ON FLOOR GIRDERS OF
SUBWAY]

[Illustration: COLUMNS OF HOTEL BELMONT, PASSING THROUGH SUBWAY AT 42D
STREET AND PARK AVENUE]

In a number of places it was necessary to underpin the columns of the
elevated railways, and a variety of methods were adopted for the work.
A typical example of the difficulties involved was afforded at the
Manhattan Railway Elevated Station at Sixth Avenue and 42d Street. The
stairways of this station were directly over the open excavation for
the subway in the latter thoroughfare and were used by a large number
of people. The work was done in the same manner at each of the four
corners. Two narrow pits about 40 feet apart, were first sunk and
their bottoms covered with concrete at the elevation of the floor of
the subway. A trestle was built in each pit, and on these were placed
a pair of 3-foot plate girders, one on each side of the elevated
column, which was midway between the trestles. The column was then
riveted to the girders and was thus held independent of its original
foundations. Other pits were then sunk under the stairway and trestles
built in them to support it. When this work was completed it was
possible to carry out the remaining excavation without interfering
with the elevated railway traffic.

At 64th Street and Broadway, also, the whole elevated railway had to