Concrete mix with a 3 in slump wc ratio of 5 and sand with, Civil Engineering

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Concrete mix with a 3 in slump wc ratio of 5 and sand with

Concrete mix with a 3 in slump, w/c ratio of .5, and sand with a fineness modulus of 2.4 contains 1700 lb of coarse aggregate.
1. compute the required weight of the aggregate per cubic yard.
2. the w/c ratio is reduced to .45. will the quantity of coarse aggregate increase, decrease, or stay the same?

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Civil Engineering: Concrete mix with a 3 in slump wc ratio of 5 and sand with

Reference No:- TGS0662180

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Civil Engineering: Concrete mix with a 3 in slump wc ratio of 5 and sand with

Reference No:- TGS0662180

Have a Question? (oR Write a Review)

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Civil Engineering: Concrete mix with a 3 in slump wc ratio of 5 and sand with

Reference No:- TGS0662180

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