An aggregate blend is composed of 65% coarse aggregate by weight (Sp. Gr. 2.85), 28% fine aggregate (Sp. Gr. 2.75), and 7% filler (Sp. Gr. 2.60). The compacted specimen contains 6% asphalt binder (Sp. Gr. 1.05) by weight of total mix, and has a bulk density of 142 lb/ft3. Compute the percent voids in total mix, percent voids in mineral aggregate, and the percent VMA filled with asphalt
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