The Future of Road-making in AmericaHulbert, Archer Butler
History
The Future of Road-making in America
Hulbert, Archer Butler
Roads; Roads -- United States; Roads -- United States -- Design and construction
Where the road in rural districts is on rolling ground and hills do not
exceed three or four per cent, it is an unnecessary expense to cut the
small ones, but all short rises should be cut and small depressions
filled. A rolling road is not objectionable, and besides there is no
better roadbed for laying on metal than the hard crust formed by
ordinary travel. In putting on the metal, particularly on narrow roads,
the roadbed should be "set high;" it will soon get "flat enough." It is
better to put the shouldering up to the stone than to dig a trench to
put the stone in. If the road after preparation is about level from side
to side and the stone or metal construction is to be, say, ten inches
deep, the sides of the roadbed to receive the metal should be cut about
three inches and placed on the side to help form the shoulder; the rest
of the shoulder, when suitable, being taken from the ditches and sides
in forming the proper slope. The foundation to receive the metal, if the
natural roadbed is not used and the bed is of soft earth, should be
rolled until it is hard and compact. It should also conform to the same
slope as the road when finished from center to sides. If the bed or
foundation is of soft sand rolling will be of little use. In this case
care must be taken to keep the bed as uniform as possible while the
stone is being placed on the foundation.
When the road passes through villages and towns the grading should
reduce the roadbed to a grade as nearly level as possible. It must be
borne in mind that the side ditches need not necessarily always conform
to the center grade of the road. When the center grade is level the side
ditches should be graded to carry off the water. In some cases I have
found it necessary to run the grade for the side ditches in an opposite
direction from the grade of the road. This, however, does not often
occur. The main thing is to get the water off the road as soon as
possible after it falls, and then not allow it to remain in the ditches.
And just here the engineer will meet with many difficulties. The
landowners in rural districts are opposed to having the water from the
roads let onto their lands, and disputes often arise as to where the
natural water way is located. This should be determined by the people
in the neighborhood, or by the local authorities. I have found in
several cases, where the water from side ditches was allowed to run on
the land, that the land was generally benefited by having the soil
enriched by the fertilizing matter from the road.
Public-domain text, read in full here on John Shaqi.
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