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Other requirements of ASTM C33 (AASHTO M 6) for fine aggregates include: the fine aggregate must not have more than 45% retained between any two consecutive standard sieves; the fineness modulus must be not less than 2.3 or more than 3.1, and not vary more than 0.2 from the average value of the aggregate source being tested; the amount of fine aggregate passing the 300 μm (No. 50) sieve is limited by most specifications to allow 5% to 30% to pass.

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SPECIFIC GRAVITY OF COARSE AGGREGATE AASHTO T 85 ... The value is used in calculating air voids, voids in mineral aggregate (VMA), and voids filled by asphalt

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