Concrete Roads
and Their Construction
År: 1920
Serie: Concrete Series
Forlag: Concrete Publications Limited
Sted: London
Sider: 197
UDK: 625.8 Con-gl.
Being a Description of the concrete Roads in the United Kingdom, together with a Summary of the Experience in this Form of Construction gained in Australia, Canada, New Zealand and the United States of America.
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IN OTHER COUNTRIES 111
3 ft. wide on each side composed of the natural earth, gravel or
crushed stone.
The width was increased to meet local conditions, such as
through towns and villages. It was 24 ft. wide for a few miles
outside Toronto, and reached a maximum of 50 ft. wide through
the town of Oakville.
Materials and Method of handling them.—Only tested cement
of known quality was used. Before considering any stone for
use an inspector visited the quarry, and all details as to the methods
of handling, screening, output per day, etc., were recorded. A
sample of 100 lb. was carefully selected from different points
in the quarry and shipped to the testing laboratory.
Here the following tests were made :—
(1) Resistance to wear—(2) Resistance to impact—(3) Specific
gravity—(4) Absorption—(5) Weight—(6) Granulometric analysis
—(7) Voids—(8) Cleanliness.
Most of the stone used was limestone or dolomite varying
in size from 1J in. down, and had to pass the above tests satis-
factorily before being accepted.
All sands used were tested for cleanliness, grading and tensile
strength, and from the result of those tests certain sands were
decided upon to be used.
Every car-load of sand or stone was inspected before shipping,
and samples were sent in periodically to the laboratory to be tested
in order to be sure that they were up to specifications. On these
tests, too, was based the exact mixture to be used with a certain
aggregate.
The mixture adopted was nominally I cement, 1| sand, 3
stone ; but this was checked up by the tests and was varied
slightly to suit different aggregates. When there was any change
in material the testing engineer gave to the field engineers the
correct mixture to be used and the amount of water required for
mixing.
At convenient points along the road material yards were built
alongside the railway, about eight miles apart. New spurs were
run into each yard. The cars of material were unloaded by a
clamshell bucket into large wooden storage bins with hopper
bottoms.
The material was then transported to any desired point along
the road by means of a narrow-gauge temporary tramway ; the
dump cars being loaded automatically from the storage bins,