Question $N_0,7(25$ points$)$

Design asphall concrete mixture for medium unflic solume and according to the information in the table below. Note show only one complete sample calculations, assume the others, and concluds.

The thickness of the specimen is $65$ mm $,$ the asphalt S$.$G$.$ is $1\mathrm{.}03,$ use aggrogate of maximum sire of $19$mm and S$.$G$.$ of $2\mathrm{.}65,$ and theoretical maximum S$.$G$.$ of the mix is $2\mathrm{.}55$ at $5\%$ binder content and $2\mathrm{.}510$ at $5\mathrm{.}5\%$ binder content.

$\backslash$table$[[$Asphait Content,Bulk S$.$G$.,$Flow,Stability$],[\%$ by Wt$,0\mathrm{.}25mm,N$