Motor Truck Logging Methods: Engineering Experiment Station Series, Bulletin No. 12 — John Shaqi
Motor Truck Logging Methods: Engineering Experiment Station Series, Bulletin No. 12Knapp, Frederick Malcolm
Science
Motor Truck Logging Methods: Engineering Experiment Station Series, Bulletin No. 12
Knapp, Frederick Malcolm
Lumbering
The use of the concrete guard rail is one of the disadvantages of this
road. The edges of the rail cannot be made rounding except by special
forms and the rubbing of the tires against this rough surface would
greatly reduce the tire mileage. In addition, the rail is so exposed to
weather and hard wear that it cannot be relied upon to serve effectively
for any great length of time. The placing of forms is also a
considerable item of expense in building such a road. A method which
would eliminate such an expense and at the same time provide a more
practical rail would be an advantage.
[Illustration: Figure 2. Cross section of concrete road. Scale--1 inch
equals 2 feet.]
It has already been said that guard rails are unnecessary with a thirty
inch track except on sharp curves and otherwise dangerous places.
However, where rails are necessary the wooden rail fastened by bolts
embedded in the concrete as illustrated above, is quite effective and
readily installed. This consists of a four by six inch plank placed on
edge and drift-bolted to the concrete every three to five feet by a
three-quarter inch bolt. These bolts are placed in the concrete when it
is poured and should be embedded six inches. This will provide a rail
less expensive to build than a concrete rail and one which will last
longer and save on tires. Replacements are easily made by removing the
nuts and placing a new plank in place of the old. With a guard rail of
this type, there is left a twenty-six inch track for the wheels to run
in.
Experiments by W. D. Pence (Journ. West. Soc. Eng. Vol. VI, 1901, Page
549) on 1:2:4 concrete give an average value of 0.0000055 inches per
degree Fahrenheit for the coefficient of expansion. The richer the
concrete, the greater the change in dimension. Due to the expansion, in
laying the concrete the track must be broken every twenty-five or thirty
feet by placing a half-inch board in the ditch when the concrete is
being filled in. Later this board is removed and the joint filled with
asphalt so that the concrete may expand without danger of cracking the
road.
_Cost._ The best mix to use in building this road is what is known as
the 1:2½:5. For one cubic yard of concrete, the following amounts of
materials will be used for the above mix: 1.21 barrels of cement, 0.46
cubic yards of sand, and 0.92 cubic yards of stone. At the present
prices, the cost for the materials for this road is about twenty cents a
cubic foot or about $4,400 a mile. The total cost of the road including
the necessary grading, ditching and labor, will be from $7,000 to $9,000
per mile.
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