Based on the data shown in Table $1,$ select the blend for a Superpave design aggregate structure $($DAS$)$ by completing the attached spreadsheet $($click here$).$

Assume $12$ million ESAL of traffic and $19$ mm nominal maximum aggregate size.

Table $1$ laboratory data for DAS

$\backslash$table$[[,$Blend$],[$Data$,1,2,3],[G_{mb},2\mathrm{.}451,2\mathrm{.}465,2\mathrm{.}467],[G_{mm},2\mathrm{.}585,2\mathrm{.}654,2\mathrm{.}584],[G_b,1\mathrm{.}030,1\mathrm{.}030,1\mathrm{.}030],[P_b,5\mathrm{.}9,5\mathrm{.}5,5\mathrm{.}8],[P_s,94\mathrm{.}1,94\mathrm{.}5,94\mathrm{.}2],[P_d,4\mathrm{.}5,4\mathrm{.}5,4\mathrm{.}5],[G_{sb},2\mathrm{.}657,2\mathrm{.}667,2\mathrm{.}705],[H_{\text{i}\text{n}\text{i}},127,135,124],[H_{\text{d}\text{e}\text{s}},113,114,118],[,,,],[,,,]]$