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Clay Ball Prevention and Repair: Stockpile Management
to that of the aggregate fraction of the concrete mixture to calculate the percentage of contamina-tion. ASTM C 33 aggregate specifications allow up to 3% contamination of fine aggregates (sand) with “clay lumps and friable particles,” and 3 or 5% contamination of coarse aggregates with “clay lumps and friable particles” depending upon the
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