1. Using the following sieve analysis results obtained for local sand, give your comments with…
1. Using the following sieve analysis results obtained for local sand, give your comments with regard to FM and ASTM grading limits for fine aggregates. [25 Points Sieve No. 4 8 16 30 50 100 Pan Wt. retained (gm) 0 0 (200+ n) (125 + n) (327+ n) (32+ n) (16+n) May 05 2022 06:28 PM
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