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.
Søgning i bogen
Den bedste måde at søge i bogen er ved at downloade PDF'en og søge i den.
Derved får du fremhævet ordene visuelt direkte på billedet af siden.
Digitaliseret bog
Bogens tekst er maskinlæst, så der kan være en del fejl og mangler.
IN THE UNITED KINGDOM—PROVINCIAL 50
The concrete, which was laid on the top of the existing road,
Was mixed in the proportion of 3| parts of crushed whinstone
1 J in. to -J in., and 11 parts j in., mixed with coarse whinstone
grit, to 1 part Portland cement.
The thickness of the concrete is 6 in., the reinforcement being
placed about 2 in. from the under side.
The cross-fall is about 1 in. to the channel, and the surface is
finished with tar paint and chippings.
As it was impossible entirely to close this main road, the con-
creting was done in half-widths, each section being opened to
traffic five weeks after completion. At the time of going to press
one half of the road lias been finished and is said to be standing
exceedingly well. It is the intention of the County Council,
who have acquired some of the most up-to-date road-making
plant, to layabout six miles of concrete road, and for this prepara-
tions are being made. The work is being carried out under the
direction of the County Surveyor, Mr. J. A. Bean, C.E., F.G.S.
Somerset
Lower Bristol Road, Bath.—In the first instance a length of 350
yds. of this road is being constructed in concrete, but upon com-
pletion of this section a further length will probably be laid.
The centre of the road is occupied by a tramway track, and
on either side of the road, which runs practically east and west,
are high buildings which exclude sunshine, with the result that
the road is hardly ever free from moisture.
The former road construction was hardwood paving, which had
become in a deplorable condition, and, in view of the parti-
cularly heavy traffic to which the road is subjected, it was felt
by Mr. D. Edwards, A.M.I.C.E., the. City Engineer and Surveyor,
that the only solution was a concrete surface.
As the traffic could not be diverted and the width of the road
in its narrowest part is 29 ft., the work was carried out in half
widths.
Ihe foundation is that of the original concrete, and so is well
consolidated.
Ihe thickness of the new road is 6 in., and the reinforcement
was laid 2 in. above the bottom.
The aggregate consisted of Pennant stone, 1| in. down to
in.; limestone, 1| in. down to 1]- in.; fine stone chippings and