Research Article
Predicting Concrete Compressive Strength and Modulus of Rupture Using Different NDT Techniques
Table 2
Slumps of mixtures made.
| | Mixture | w/c | Project slump
mm (in) | Obtained slump
mm (in) |
| | First stage | | 1 | 0.55 | 75 (2.95) | 100 (3.94) | | 2 | 0.61 | 100 (3.94) | 135 (5.31) | | 3 | 0.57 | 75 (2.95) | 115 (4.53) | | 4 | 0.76 | 100 (3.94) | 190 (7.48) |
| | Second stage | | 1 | 0.50 | 75 (2.95) | 85 (3.35) | | 2 | 0.65 | 100 (3.94) | 145 (5.71) |
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