Question #$3(5$ pts$.)$:

The asphalt whose characteristics are shown in the table below will be used to pave a parking lot in front of the building indicated in Question #$1.$

For this asphalt:

i$.$ Complete the table, and calculate the VMA, VTM$,$ VFA, effective asphalt content, absorbed asphalt content, and theoretical max. G$.(2$ pts$.)$

ii$.$ If the stability of this asphalt was tested to be $2600$ pounds, and the flow was found to be $0\mathrm{.}08$ inches, compare all of the values of this mix to those in the typical Marshall mix curves in slide $36$ of Presentation #$6.(2$ pts$.)$

iii. Discuss the suitability of this mix in provided scenario based on its characteristics $(1$ pt$.)$

$\backslash$table$[[$volume $($cc$),100,,,,],[$mass $(g),245\mathrm{.}8,,,,],[$G$,,1\mathrm{.}026,$N$/$A$,2\mathrm{.}626,2\mathrm{.}721],[\%($by mass$),,5\mathrm{.}1,,,]]$