Design Guide 6 - USDA
(b) Course and fine aggregate for PCC shall be tested for alkali silica reactivity (ASR) as specified in MSMT 212. (c) 1.5 if material passing No. 200 sieve is dust of fracture, free of clay or shale. (d) In areas exposed to traffic manufactured sand shall have a minimum ultimate polish value of 8, based on the parent rock.
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