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Embankment Subgrade in Highway Engineering
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The specific gravity for aggregates should be with..
1.
The specific gravity for aggregates should be within the range of$
A.
2.5-2.8
B.
2.6-2.9
C.
2.4-2.6
D.
2.2-2.6
Answer» C. 2.4-2.6
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