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Effect of fillers on asphaltic concrete mixes
Crushed gravel, crushed hard limestone, and crushed soft limestone, were used in conjunction with two different types of fillers, crushed limestone dust and pulverized loess, in preparation of series of asphaltic concrete mixes; mixes contained 0, 2 1/2, 5, 7 and 10% -200 mesh filler and asphalt contents from 4 to 8% of 85 to 100 penetration asphalt cement; mixes were tested for Marshall, Hveem and Iowa stabilities, Hveem cohesion, voids in compacted specimens, and trafficability under moving load in traffic simulator.
Effect of fillers on asphaltic concrete mixes
Crushed gravel, crushed hard limestone, and crushed soft limestone, were used in conjunction with two different types of fillers, crushed limestone dust and pulverized loess, in preparation of series of asphaltic concrete mixes; mixes contained 0, 2 1/2, 5, 7 and 10% -200 mesh filler and asphalt contents from 4 to 8% of 85 to 100 penetration asphalt cement; mixes were tested for Marshall, Hveem and Iowa stabilities, Hveem cohesion, voids in compacted specimens, and trafficability under moving load in traffic simulator.
Effect of fillers on asphaltic concrete mixes
Nat Research Council -- Highway Research Board -- Research Rec
Csanyi, L.H. (author) / Cox, R.E. (author) / Teatle, C.R. (author)
1964
21 pages
Report
English
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