GIVEN: 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
ANSWERS:
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 __________
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