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What is the compaction factor for low degree of workability?

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What is the compaction factor for low degree of workability?

(a) .78

(b) .85

(c) .92

(d) .95

I have been asked this question in an internship interview.

Origin of the question is Tests on Workability of Fresh Concrete in division Fresh Concrete of Concrete Technology

1 Answer

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Right answer is (b) .85

Easiest explanation: The compaction factor for low degree of workability is .85 and .95 is the compaction for the high degree.

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