In a Marshall sample, Bulk specific gravity of the mix and Theoretical specific gravity aggregates are 2.324 and 2.546 respectively. The sample includes 5% of bitumen (by total weight of mix) of specific gravity 1.10.

1
Voids in mix aggregate is 19.28%
2
Voids filled by bitumen is 19.28%
3
Voids in mix aggregate is 54.78%
4
Voids filled by bitumen is 54.78%

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