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Study of of some variables affecting retention of aggregate by asphalt surface treatments
Proper quantity of given aggregate for one-course surface treatment can be determined from quantity required to cover one square yard one stone thick, plus allowance of 10% for spreading inaccuracy; adhesion of stone to asphalt cement is improved by heating stone to 150 to 200 F; Kearby method is good procedure for determining asphalt quantity for one-course surface treatment. (See also Roads and Streets v 97 n 4 Apr 1954 p 113-8, 120-2)
Study of of some variables affecting retention of aggregate by asphalt surface treatments
Proper quantity of given aggregate for one-course surface treatment can be determined from quantity required to cover one square yard one stone thick, plus allowance of 10% for spreading inaccuracy; adhesion of stone to asphalt cement is improved by heating stone to 150 to 200 F; Kearby method is good procedure for determining asphalt quantity for one-course surface treatment. (See also Roads and Streets v 97 n 4 Apr 1954 p 113-8, 120-2)
Study of of some variables affecting retention of aggregate by asphalt surface treatments
Bitumen
Benson, F.J. (author) / Gallaway, B.M. (author)
Bitumen ; 16
1954
5 pages
Article (Journal)
German
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Study of of some variables affecting retention of aggregate by asphalt surface treatments
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