Report of the Hoosac Tunnel and Troy and Greenfield Railroad, by the Joint Standing Committee of 1866.Wentworth, Tappan
History
Report of the Hoosac Tunnel and Troy and Greenfield Railroad, by the Joint Standing Committee of 1866.
Wentworth, Tappan
Hoosac Tunnel (Mass.); Railroad tunnels -- Massachusetts; Troy and Greenfield Railroad Company
This shaft is located about 264 feet westerly of the West Shaft. Its
dimensions are six feet by thirteen in the clear. The rock to be removed
from an area of eight feet by fifteen. The labor is done by contract.
The first price was $40 per foot; increased July 1, 1866, to $50 per
foot. The State furnishes all the materials for construction, and the
power to raise the stone and water from the shaft. The depth of the
shaft will be 277 feet when open to grade. On the first day of December,
the miners working down had progressed 180 feet, and those working from
the tunnel up 45 feet. It was then calculated that the shaft would be
excavated in two months. Plans for permanent pumps had been prepared; to
furnish the pumps according to the plans, would take several mouths. In
the meantime, a temporary pump was to be made at North Adams, under the
direction of the engineer.
On the first day of January, about thirty-eight feet of stone remained
for excavation in this shaft. The water in the tunnel stopped the work
from below, and the work is driven upon one face only at the present
time.
There are two small engines at this point, one of fourteen and one of
ten horse power. The pumps at this shaft, if constructed agreeably to
the design of the engineer, will discharge sixty-five gallons to a
stroke and are to be worked by a bull engine. The lift of the water will
be eighty feet less than at West Shaft, being discharged about 40 feet
below the surface.
THE WEST END.
The work at the West End of the tunnel is under contract. Mr. B. N.
Farren of Doylestown, Bucks County, Pennsylvania, by an agreement dated
May 1, 1866, contracted to put in a stone and brick arch of the
dimensions before stated, 26 feet by 26, for the following prices,
viz.:--Earth excavation $3.50 per yard; brick masonry, $12 per perch;
stone masonry, $6 per perch. Contractor planks the bottom and sides when
necessary at $15 per lineal foot. The State furnishes the bricks at $9
per thousand and the timber at $16 per thousand for hemlock, and $18 for
spruce and hard-wood. The length of arch contracted for is 174 feet, the
whole of which is open. The State also furnishes the cement, which costs
in Troy, New York, from $1.65 to $1.70 per barrel, to which is to be
added the freight at 30 cents per barrel. A barrel of cement is used for
a perch of masonry.
The contractor agrees to construct two hundred feet of under ground
tunnel, and as much more as he can before August 1, 1867, at the
following prices, viz.:--Earth excavation at $6.50 per yard; brick
masonry at $13 per perch; stone masonry at $6.50 per perch. The
timbering, from $40 to $50 per foot, lineal, depending upon the
thickness of the wall. He may, under permission from the engineer, take
stone and sand from the State's premises, without making compensation.
Payments are to be made about the 12th of each month for the work done
the preceding month, at the rate of 80 per cent. of the finished work.
Public-domain text, read in full here on John Shaqi.
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