Table 4.
Mix the proportion of high strength concrete.
| Mix ID | Binding and CF Materials (%) |
Mass of constituents needed to Produce 1 m3 Concrete (kg) |
|||||||
|---|---|---|---|---|---|---|---|---|---|
| PC | WSA | CF | PC | WSA | CF | FA | CA | Water | |
| C | 100 | 0 | 0 | 373 | 0 | 0 | 560 | 1120 | 180 |
| WSA5CF1 | 95 | 5 | 1 | 354.35 | 18.65 | 20.53 | 560 | 1120 | 180 |
| WSA5CF2 | 95 | 5 | 2 | 354.35 | 18.65 | 41.06 | 560 | 1120 | 180 |
| WSA5CF3 | 95 | 5 | 3 | 354.35 | 18.65 | 61.59 | 560 | 1120 | 180 |
| WSA5CF4 | 95 | 5 | 4 | 354.35 | 18.65 | 82.12 | 560 | 1120 | 180 |
| WSA10CF1 | 90 | 10 | 1 | 335.70 | 37.30 | 20.53 | 560 | 1120 | 180 |
| WSA10CF2 | 90 | 10 | 2 | 335.70 | 37.30 | 41.06 | 560 | 1120 | 180 |
| WSA10CF3 | 90 | 10 | 3 | 335.70 | 37.30 | 61.59 | 560 | 1120 | 180 |
| WSA10CF4 | 90 | 10 | 4 | 335.70 | 37.30 | 82.12 | 560 | 1120 | 180 |
| WSA15CF1 | 85 | 15 | 1 | 317.05 | 55.95 | 20.53 | 560 | 1120 | 180 |
| WSA15CF2 | 85 | 15 | 2 | 317.05 | 55.95 | 41.06 | 560 | 1120 | 180 |
| WSA15CF3 | 85 | 15 | 3 | 317.05 | 55.95 | 61.59 | 560 | 1120 | 180 |
| WSA15CF4 | 85 | 15 | 4 | 317.05 | 55.95 | 82.12 | 560 | 1120 | 180 |
| WSA20CF1 | 80 | 20 | 1 | 298.40 | 74.60 | 20.53 | 560 | 1120 | 180 |
| WSA20CF2 | 80 | 20 | 2 | 298.40 | 74.60 | 41.06 | 560 | 1120 | 180 |
| WSA20CF3 | 80 | 20 | 3 | 298.40 | 74.60 | 61.59 | 560 | 1120 | 180 |
| WSA20CF4 | 80 | 20 | 4 | 298.40 | 74.60 | 82.12 | 560 | 1120 | 180 |