Q$3$: The aggregate mix used for the design of an asphalt mixture consists of $42\%$ coarse aggregates, $51\%$ fine aggregates, and $7\%$ mineral fillers. If the respective bulk specific gravities of these materials are $2\mathrm{.}60,2\mathrm{.}71,$ and $2\mathrm{.}69,$ and the effective specific gravity of the aggregates is $2\mathrm{.}82.$ The asphalt content is $6\mathrm{.}0\%$ with a specific gravity of $1\mathrm{.}02.$ The Marshall specimen was weighted in air, SSD$,$ and submerged in water. The respective weights are $1330\mathrm{.}1$g$,1633\mathrm{.}1$g$,$ and $799\mathrm{.}3$g$.$ Determine if the experimental results are within the Iraqi specification for roads andbridges. Then, Find the absorbed asphalt