from the terminal site 2.00
Repairs of damage done in loading material
from cross-town tunnels 1.32
Repairs of damage done in loading material
from under-river tunnels 1.77
Repairs of damage done in transporting and
unloading material from all points 1.81

The above figures do not include the expense due to scows which were
overturned or sunk while in the service, which amounted to 0.4 cent per
cubic yard, additional.

_Ninth Avenue Tunnels._--The two double-track tunnels under Ninth
Avenue, constructed to obtain 100 ft. of additional tail room on each
of four tracks, required an excavation 76 ft. wide, Fig. 12. The rock,
although fair, was not firm enough for so great a span, and, to obviate
the necessity of timbering, the center wall was built before excavating
for the full width. The dip of the rock at this point is almost 90°, and
to prevent blowing away the entire face in excavating for the tunnel,
the pit excavation was not carried west to the final face below the
springing line, a 10-ft. bench being left at that elevation. A top
heading 9 ft. high and 10 ft. wide was started above that bench and,
after penetrating about 10 ft., was widened to 20 ft. A cross-heading
was driven in each direction at the west end of the first heading; the
bench was then shot down, and the first 10 ft. of the longitudinal
heading was widened sufficiently to receive the center wall, Fig. 12.
After the middle wall had been concreted, any voids between its top
and the rock were grouted through pipes left for that purpose; the wall
was then protected by curtains of heavy round timber securely wired
together, and the remainder of the excavation was made by widening