Cube Break Register
Concrete cube compressive strength — IS 456:2000 Cl.16.1 acceptance criteria
Total Results
0
Pass (Individual)
0
≥ fck − max(3, 0.825σ)
Fail (Individual)
0
Below acceptance limit
Pass Rate
0%
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Concrete cube compressive strength — IS 456:2000 Cl.16.1 acceptance criteria
≥ fck − max(3, 0.825σ)
Below acceptance limit