$5\mathrm{.}29$

Table P$5\mathrm{.}25$ shows the grain size distribution for two aggregates and the specification limits for an asphalt concrete. Determine the blend proportion required to meet the specification and the gradations of the blend. On a semilog gradation graph, plot the gradations of aggregate A$,$ aggregate B$,$ the selected blend, and the specification limits$.$

$\backslash$table$[[,$Percent Passing$],[,,,,,$Size,,,,$],[,\backslash$table$[[19mm$