$9\mathrm{.}31$ Based on the data shown in Table P$9\mathrm{.}31,$ select the blend for a Superpave design aggregate structure. Assume $<mn>0</mn><mn>.</mn><mn>3</mn>$ million ESAL and $19$ mm nominal maximum aggregate size.

Table P$9\mathrm{.}31$

$\backslash$table$[[$Data$,$Blend,,$],[1,2,3],[,2\mathrm{.}451,2\mathrm{.}465,2\mathrm{.}467],[,2\mathrm{.}585,2\mathrm{.}654,2\mathrm{.}584],[,1\mathrm{.}030,1\mathrm{.}030,1\mathrm{.}030],[,5\mathrm{.}9,5\mathrm{.}5,5\mathrm{.}8],[,94\mathrm{.}1,94\mathrm{.}5,94\mathrm{.}2],[,4\mathrm{.}5,4\mathrm{.}5,4\mathrm{.}5],[,2\mathrm{.}657,2\mathrm{.}667,2\mathrm{.}705],[,127,135,124]]$