Civil Engineering Materials #$9\mathrm{.}25$

An aggregate blend is composed of $59\%$ coarse aggregate by weight $($Sp$.$ Gr$.2\mathrm{.}635),36\%$ fine aggregate $($Sp$.$ Gr$.2\mathrm{.}710),$ and $5\%$ filler $($Sp$.$ Gr$.2\mathrm{.}748).$ The compacted specimen contains $6\%$ asphalt binder $($Sp$.$ Gr$.1\mathrm{.}088)$ by weight of total mix and has a bulk density of $143\mathrm{.}9l\frac{b}{f}{t}^3$Ignoring absorption$,$ compute the percent voids in total mix, percent voids in mineral aggregate, and the percent voids filled with asphalt.