The Municipal and Sanitary Engineer's HandbookBoulnois, H. Percy (Henry Percy)
Science
The Municipal and Sanitary Engineer's Handbook
Boulnois, H. Percy (Henry Percy)
Municipal engineering; Sanitary engineering
_General Remarks._--The ashes should not be those from a saw-mill or
other place where wood ashes would be mixed with them. All ashes, spar
or grit, and lime, should be passed through a screen of ³⁄₈-inch mesh.
The lime should be the best blue lias, slaked under cover; it should be
allowed to lie for at least four days, but not more than six days,
before it is used. The spar or grit should be sharp and angular.
Great care should be taken to keep the concrete free from mud or dust;
it should be tipped from the carts or barrows, either directly into
place, or, if this cannot be done, a few slabs or boards should be laid
down, on which it may be tipped.
The path should not be used until the concrete is sufficiently solid to
bear a man’s weight without taking the impression of his boots.
It has been found by experience that the laying of this concrete should
not be commenced before May, and that it should not be continued beyond
the end of September (or middle of October, if the weather is very
fine). Frost is fatal to it before it has become hard, and continuous
cold wet weather retards considerably the hardening.
There can be no doubt that a pavement of this description for traffic
that is not too heavy answers every requirement; for streets of greater
traffic, genuine mastic asphalte should be used.
Before closing my remarks on artificial asphalte pavements, the
following description of an American method may be interesting:
On a dry foundation is placed a coat of rough clinkers from anthracite
coal or iron clinkers from a foundry, mixed with sand and tar in the
proportions of 15 cubic feet of fine sifted ashes, 14¹⁄₂ cubic feet of
pit sand, and 1¹⁄₂ cubic feet or 9 gallons of tar. This is laid about 3
to 4 inches thick and well rolled. Over this is placed a coating from 1
inch to 1¹⁄₂ inch thick, composed of 15 cubic feet of coarse sifted
ashes, 15 cubic feet of clinkers, and 1¹⁄₄ cubic feet or 8 gallons of
tar. It must be then well rolled and sanded, care having been taken that
the materials are thoroughly mixed.
_Gravel Footpaths._--For the suburbs of a town and in the country,
nothing looks so pretty as a gravel footpath.
The same rules that apply to a macadamised roadway apply to a gravel
footpath. They must be well “bottomed,” and well drained and well
rolled. Limestone or other stone chippings may with advantage be used
with a pit gravel for constructing paths of this description, and a
barrelled surface looks better and is more enduring than a hanging path.
The following cross sections of footpaths will explain themselves better
than any long description:
[Illustration]
Public-domain text, read in full here on John Shaqi.
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