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A platform for research: civil engineering, architecture and urbanism
Fine aggregate portion of bituminous mixtures may vary from 10 to 20 per cent in very coarse, open mixes, to 100 per cent in fine sheet mixes; in all filled mixtures, there are two distinct aggregates that require separate treatment in test and design: (1) fine aggregate exclusive of filler, normal sand portion; and (2) filler; important properties or characteristics of fine aggregates requiring recognition and test are enumerated. (See also Am. Soc. Testing Matls. -- Preprint no. 59, June 24-28, 1929 pp. 49-63, 9 figs.)
Fine aggregate portion of bituminous mixtures may vary from 10 to 20 per cent in very coarse, open mixes, to 100 per cent in fine sheet mixes; in all filled mixtures, there are two distinct aggregates that require separate treatment in test and design: (1) fine aggregate exclusive of filler, normal sand portion; and (2) filler; important properties or characteristics of fine aggregates requiring recognition and test are enumerated. (See also Am. Soc. Testing Matls. -- Preprint no. 59, June 24-28, 1929 pp. 49-63, 9 figs.)
Fine aggregate in bituminous mixtures
Roads Streets
Skidmore, H.W. (author)
Roads and Streets ; 59
1929
4 pages
9 Figs.
Article (Journal)
English
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