Table 4.
Experimental plan: concrete samples mix design.
| Mix ID | Cement | WSA | RCA (%) | PPFs (kg/m3) | Coarse Aggr. (kg/m3) |
Sand (kg/m3) | Water (kg/m3) | Admixture (kg/m3) | |
|---|---|---|---|---|---|---|---|---|---|
| NA | RCA | ||||||||
| WSA-0-No Fiber | 550 | 0 | 0 |
0 | 900 | 0 | 880 | 180 | 11 |
| WSA-10-No Fiber | 495 | 55 | 0 | 900 | 0 | 880 | 180 | 11 | |
| WSA-0-PP Fiber | 550 | 0 | 8.25 | 900 | 0 | 880 | 180 | 11 | |
| WSA-10-PP Fiber |
495 |
55 |
8.25 |
900 |
0 |
880 |
180 |
11 |
|
| WSA-0-No Fiber | 550 | 0 | 50 |
0 | 450 | 450 | 880 | 180 | 11 |
| WSA-10-No Fiber | 495 | 55 | 0 | 450 | 450 | 880 | 180 | 11 | |
| WSA-0-PP Fiber | 550 | 0 | 8.25 | 450 | 450 | 880 | 180 | 11 | |
| WSA-10-PP Fiber |
495 |
55 |
8.25 |
450 |
450 |
880 |
180 |
11 |
|
| WSA-0-No Fiber | 550 | 0 | 100 | 0 | 0 | 900 | 880 | 180 | 11 |
| WSA-10-No Fiber | 495 | 55 | 0 | 0 | 900 | 880 | 180 | 11 | |
| WSA-0-PP Fiber | 550 | 0 | 8.25 | 0 | 900 | 880 | 180 | 11 | |
| WSA-10-PP Fiber | 495 | 55 | 8.25 | 0 | 900 | 880 | 180 | 11 | |