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Can we alter the concrete mix design at site?

Sir As per Is -383 1970, the % of wt retained on 12.5mm must be nil. But when i conducted a sieve analysis of 10mm aggregate, i found out that about 1700 grams were retained on 12.5mm. Now as per mix design the ratio of 10mm and 20mm is 35% and 65%. Sir tell me […]

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