Transactions of the American Society of Civil Engineers, vol. LXX, Dec. 1910: Federal Investigations of Mine Accidents, Structural Materials and Fuels. Paper No. 1171Wilson, Herbert M. (Herbert Michael)
History
Transactions of the American Society of Civil Engineers, vol. LXX, Dec. 1910: Federal Investigations of Mine Accidents, Structural Materials and Fuels. Paper No. 1171
Wilson, Herbert M. (Herbert Michael)
Building materials; Civil engineering -- Periodicals; Coal mines and mining -- Safety measures; Fuel
The inspection at the factories and the sampling of the cement are under
the immediate direction of the Commission; the testing is under the
direction of the U.S. Geological Survey. A large force of employees is
required, in view of the magnitude of the work, which includes the daily
testing of consignments ranging from 5,000 to 10,000 bbl., sampled in
lots of 100 bbl., which is equivalent to from 50 to 100 samples tested
per day.
The cement to be sampled is taken from the storage bins and kept under
seal by the chief inspector pending the results of the test. The
quantity of cement sampled is sufficient for the tests required under
the specifications of the Isthmian Canal Commission, as well as for
preliminary tests made by the cement company, and check tests made at
the Geological Survey laboratory, at Pittsburg.
The tests specified by the Commission include determination of specific
gravity, fineness of grinding, time of setting, soundness, tensile
strength (with three parts of standard quartz sand for 7 and 28 days,
respectively), and determination of sulphur anhydride (SO_{3}), and
magnesia (MgO).
The briquette-making and testing room is fitted with a mixing table,
moist closet, briquette-storage tanks, and testing machines. The mixing
table has a concrete top, in which is set plate glass, 18 in. square and
1 in. thick. Underneath the table are shelves for moulds, glass plates,
etc.
The moist closet, 5 ft. high, 3 ft. 10 in. wide, and 1 ft. 8 in. deep,
is divided into two compartments by a vertical partition, and each
compartment is fitted with cleats for supporting thirteen tiers of glass
plates. On each pair of cleats, in each compartment, can be placed four
glass plates, each plate containing a 4-gang mould, making storage for
416 briquettes. With the exception of the doors, which are of wood lined
with copper, the closet is of 1:1 cement mortar, poured monolithic, even
to the cleats for supporting the glass plates.
The immersion tanks, of the same mortar, are in tiers of three,
supported by a steel structure. They are 6¼ ft. long, 2¼ ft. wide, and 6
in. deep, and 2,000 briquettes can be stored in each tank. The overflow
from the top tank wastes into the second, which, in turn, wastes into
the third. Water is kept running constantly.
The briquette-testing machine is a Fairbanks shot machine with a
capacity of 2,000 lb., and is regulated to apply the load at the rate of
600 lb. per min. Twenty-four 4-gang moulds, of the type recommended by
the Special Committee on Uniform Tests of Cement, of the American
Society of Civil Engineers, are used.
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