Engineering, 13.07.2020 23:01 jjhagan22
Aggregate blend composed of 65% coarse aggregate (SG 2.701), 35% fine aggregate (SG 2.625)
Compacted specimen weight in air = 1257.9 g, submerged weight = 740.0 g, SSD weight = 1258.7 g
Compacted specimen contains 5.0% asphalt by total weight of the mix with Gb = 1.030
Theoretical maximum specific gravity = 2.511
Bulk specific gravity of the aggregate
Bulk specific gravity of the compacted specimen
Percent stone
Effective specific gravity of the stone
Percent voids in total mix
Percent voids in mineral aggregate
Percent voids filled with asphalt
Answers: 1
= 
= 2.428 
Vv = 3.305%
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Aggregate blend composed of 65% coarse aggregate (SG 2.701), 35% fine aggregate (SG 2.625)
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