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Construction procedures of 30 mi of roads in Crawley, Great Britain; sand content ratio was chosen to be 35%; aggregate/cement ratio used throughout has been 14:1; specification adopted provides 6 in. thick subbase of 20:1 mix followed by 15:1 rolled concrete 12 in. thick, with black top 4 1/2 in. thick consisting of 3 in. base course bituminous macadam.
Construction procedures of 30 mi of roads in Crawley, Great Britain; sand content ratio was chosen to be 35%; aggregate/cement ratio used throughout has been 14:1; specification adopted provides 6 in. thick subbase of 20:1 mix followed by 15:1 rolled concrete 12 in. thick, with black top 4 1/2 in. thick consisting of 3 in. base course bituminous macadam.
Lean mix concrete bases at Crawley
Roads Road Construction
Milne, M. (author)
1957
5 pages
Article (Journal)
English
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