Bulk specific gravity of the mixture, $G_{mb}=2\mathrm{.}525$

Theoretical maximum specific gravity, $G_{mm}=2\mathrm{.}671$

Asphalt binder specific gravity, $G_b=1\mathrm{.}023$

Asphalt content, $P_b=6\mathrm{.}0\%($by mass of total mix$)$

Percent passing No$.200=6\mathrm{.}3$

The percent of each aggregate and the bulk specific gravity $(G_{Sb})$ for each test data is shown in Table below.

Table. Test Data

$\backslash$table$[[$Aggregate$,\backslash$table$[[\%$ of Total$],[$Aggregate$]],G_{sb}$