Q$.$I $/(25\%$

Using the following data:

$G_{mb}=2\mathrm{.}441,G_b=1\mathrm{.}025,P_b=5\mathrm{.}9\%,G_{sb}=$

$2\mathrm{.}688,$ and $G_{se}=2\mathrm{.}815$

Determine:

VTM$,$ VMA, VFA, Effective Asphalt Content $(P_{be}),$ Absorbed Asphalt Content $(P_{ba}),$ and Maximum Theoretical Specific Gravity $G_{mm}.$

$VTM=$VMA$=$VFA$=$

$P_{be}=P_{ba}=G_{mm}=$