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Contract specifications and aggregate size requirements; surfacing methods; equipment used; major phases of work included widening gravel base, cutting 3-in. trench, priming existing surface with 0.1 gal per sq yd of mixing type emulsion, placing mat over old surface and newly widened area, sealing with penetration type emulsion and finishing.
Contract specifications and aggregate size requirements; surfacing methods; equipment used; major phases of work included widening gravel base, cutting 3-in. trench, priming existing surface with 0.1 gal per sq yd of mixing type emulsion, placing mat over old surface and newly widened area, sealing with penetration type emulsion and finishing.
Nevada resurfaces U.S. highway 95
Western Construction
Jones, N.E. (author)
Western Construction ; 28
1953
3 pages
Article (Journal)
English
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