Civil Engineering - Concrete Technology - Discussion

39. 

The void ratio of

[A]. single size coarse aggregate is roughly 0.45.
[B]. graded coarse aggregate is roughly 0.040
[C]. fine aggregate is roughly 0.45
[D]. all the above.

Answer: Option D

Explanation:

No answer description available for this question.

Amit Kumar Singh said: (Jan 22, 2016)  
Voids = 1-Bulk density/Specific gravity.

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