From: Shear Cracking of Prestressed Girders with High Strength Concrete
Materials kg/m3 | Group A | Group F | Group C |
---|---|---|---|
Cement type-III | 218 | 308 | 415 |
Fly ash type-F | 89 | 147 | 119 |
Cementitious content | 307 | 455 | 534 |
Fine aggregate | 685 | 685 | 634 |
Coarse aggregate | 1304a | 1125a | 1304b |
Coarse agg./fineagg. ratio | 1.91 | 1.64 | 2.06 |
Water | 107 | 136 | 142 |
Water/cement ratio | 0.49 | 0.43 | 0.34 |
Water/cementitious materials ratio | 0.35 | 0.30 | 0.27 |
Superplasticizer (mL/100 kg) | – | 624c | 832d |
Retarder (mL/100 kg) | – | 65 | 260 |
Slump (cm) | 16.5 | 21.6 | 26.7 |
Actual average strength (MPa) | 48.3e | 89.6e | 110.3e |