Compute the percent voids in total mix, percent voids

Reference no: EM13557009

An aggregate blend is composed of 53% coarse aggregate by weight (sp. gr. 2.702), 43% fine aggregate (sp. gr. 2.621), and 4% filler (sp. gr. 2.779)/ The compacted specimen contains 6% asphalt binder (sp. gr. 1.052) by weight of total mix, and has a bulk density of 145.2 lb/ft3. Ignoring absorption, computer the percent voids in total mix, percent voids in mineral aggregate, and the percent voids filled with asphalt.

Reference no: EM13557009

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