Transactions of the American Society of Civil Engineers, vol. LXVIII, Sept. 1910: The Bergen Hill Tunnels. Paper No. 1154Lavis, F.
History
Transactions of the American Society of Civil Engineers, vol. LXVIII, Sept. 1910: The Bergen Hill Tunnels. Paper No. 1154
Lavis, F.
Civil engineering -- Periodicals; Railroad tunnels -- Design and construction
| Heading: Total Sticks | 258 to 428 |
| Total Pounds | 215 to 357 |
+---------------------------------------------------+------------+
The average quantity of powder used on the whole work was about 2.9 lb.
per cu. yd. The tables on the diagrams, Figs. 1, 2, 3, and 4, show that
the quantity actually used in making the advance at the main working
faces was about 2.5 lb. The difference is accounted for by the larger
percentage of powder used for trimming the sides, breaking out the
cross-passages between the tunnels, and the excavation of the ditches,
the latter operation not being done until the concrete lining was about
to be put in.
There was some time, too, during the earlier stages of the work, when it
is believed that an excessive quantity of powder was used; for one or
two months it ran up to 4 lb. per cu. yd.
[Illustration: Fig. 5.
MUCK CAR USED AT WEEHAWKEN SHAFT]
The dynamite used was “Forcite.” At first, both 40% and 60% were used,
the 60% generally only for blasting the cut in the headings; during the
latter part of the work, however, the 60% was used exclusively.
The rock as a rule broke very well, and only a comparatively small
quantity could not be handled by the shovels without being broken up
further by block-holing. In the sandstone the quantity of powder per
cubic yard was much more than for any of the trap.
In drilling the Central Shaft, a 6-hole cut was made approximately on
the center line, east and west, the enlargement requiring about 18 more
holes, which were generally about 6 ft. deep, the average advance being
about 4 ft. per day of 24 hours.
[Illustration: Fig. 6.
PROGRESS PROFILES OF NORTH AND SOUTH TUNNELS SHOWING MONTHLY
EXCAVATION]
The drills were run by steam until a depth of about 150 ft. had been
reached, air from the plant at Hackensack being available after that
time. Four drills were used most of the time, and six later when air was
available. This work was done entirely by the John Shields Construction
Company, and a depth of 205 ft. was sunk in 6 months (from July 15th,
1905, to January 15th, 1906). A derrick was used for hoisting and
lowering men and tools during the sinking, elevators being put in later.
[Illustration:
PLATE XXIII.]
_Drilling Data._--During the progress of the work, both general and
detailed observations were made of the drilling, the results of which
are shown in the tables. Table 1 has been compiled from the records as
platted daily on the chart from the inspectors’ reports, as shown by
Plate XXIII, and described on page 113. Table 2 contains some data
relating to the drilling in the headings.
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