Question

An aggregate blend is composed of 59% coarse aggregate by weight (Sp Gr. 2635), 36% fine aggregate (Sp. G. 2.710), and 5% filler (Sp. Gr. 2.748). The compacted specimen contains 6% asphalt binder (Sp Gr. 1.088) by weight of total mix, and has a bulk density of 143.9 lb/t Ignoring absorption, compute the percent voids in total mix, percent voids in mineral aggregate, and the percent voids filled with asphalt. Assume: V.-1 ft ir Binder Filler FA CA

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Given that, aol reade (59 %)-) G+2.635 Coarse fine aga fitler Material Aphall bindos .P 106 it S9 2-6351 2-710 , 2-741 , 卜08gavit กา 143.9 62.4 3o6 SE X loo G+ 2.306 x 088 2.419189 voided aphal bxloo b-x100 VMA x100 19-189 66-2 1

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