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Per §5.4.3, in the Compacting Factor Test the compacting factor is computed as:

A{'text': 'Compacting factor = E divided by D', 'label': 'A'}
B{'text': 'Compacting factor = D plus E', 'label': 'B'}
C{'text': 'Compacting factor = D divided by E', 'label': 'C'}
D{'text': 'Compacting factor = D minus E', 'label': 'D'}
Answer & Solution
Correct answer: C. {'text': 'Compacting factor = D divided by E', 'label': 'C'}
1. §5.4.3: 'Compaction factor = D/E', where D = weight of partially compacted concrete (after free fall through both hoppers into the cylinder) and E = weight of fully compacted concrete (cylinder refilled and rammed). 2. Hence a mix with higher workability will have a higher compacting factor. _Source: IGNOU ET-522 Block-2 Unit-5 Workability & Fresh Concrete-I, §5.4.3, p. 11_
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