| TYPE OF MIX | W/C RATIO | COMPRESSIVE STRENGTH N/mm2 | DYNAMIC MODULUS OF ELASTICITY N/mm2 |
| 11 | 0.5 | 39.30 | 37902.1 |
| 12 | 0.385 | 53.24 | 39968.7 |
| 21 | 0.5 | 37.14 | 40508.1 |
| 22 | 0.385 | 52.43 | 37597.6 |
| 31 | 0.5 | 40.31 | 36992.4 |
| 32 | 0.385 | 52.74 | 38163.7 |
| 41 | 0.5 | 41.00 | 38676.9 |
| 42 | 0.385 | 50.87 | 39057.2 |
| Gravel | 0.5 0.385 | 41.34 53.81 | 46922.8 47557.8 |