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MS 26-1-4:2009
TESTING OF CONCRETE - PART 1: FRESH CONCRETE - SECTION 4: DEGREE OF COMPACTABILITY (SECOND REVISION)
This Malaysian standard specifies a method for determining the consistency of fresh concrete by determining the degree of compactibility.
It is not applicable to concrete of which the maximum size of aggregate exceeds 63 mm.
If the degree of compactability is less than 1,04 or more than 1,46, the concrete has a consistency for which the degree of compactability test is not suitable.
2nd Revision
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25/06/2019
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NSC 04 - Construction, Building, and Civil Engineering
91.100.30
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