(Solved): calculate: VGVBEVolume of air Percentage of air voids and VMA Asphalt Mix Design - Marshall Method A ...

Asphalt Mix Design - Marshall Method Asphalt Cement: Grade RD Aspruct Asphalt Temp. $155?165^{?}\mathrm{C}$ Mixing and Compacting: Aggregate Temperature Asphalt Temperature $\%$ asphalt (\% of total mix) Mass of Aggregate (MG) Mass of Asphalt (MB) Blows per Face PG 58-22 1.03 Density Measurement: Marshall Test: Proving ring dial reading 1 division of proving ring dial Stability (uncorrected) Volume correction factor Marshall stability Flow dial reading Marshall flow (1 $\mathrm{mm}=4$ units of flow) $\frac{\frac{12.798}{0.96}\mathrm{N}\mathrm{12.79.8}}{\frac{\mathrm{12.226.0}\mathrm{N}}{2.07}\mathrm{mm}}$ P. 28 Flow Given: Asphalt absorption of aggregate ( $P_{EW})$ Density of aggregate $\left({\mathrm{RD}}_6\right)$ 0.8 2.8 Calculations (Note: take masses and volumes to 3 decimal places): Density of briquette \% asphalt content Mass of asphalt Mass of aggregate Mass of absorbed asphalt Mass of net asphalt (r) $\left(P_{\mathrm{e}}\right)$ $\left({\mathrm{M}}_{\mathrm{L}}\right)$ $\left({\mathrm{M}}_{\mathrm{G}}\right)$ $\left({\mathrm{M}}_{\mathrm{W}}\right)$ $\left({\mathrm{M}}_{\mathrm{Be}}\right)$ $2.38\mathrm{g}/{\mathrm{cm}}^3$ $x$