Table 3 Batching weights for all mixes in kg per cubic meter of concrete.
Mix ID | Cement | Water | NCA | RCA | Sand | Fibers |
|---|---|---|---|---|---|---|
Group 1 MSA = 10 mm | ||||||
N10 (control 10) | 450 | 243 | 652 | 0 | 930 | – |
R10 | 450 | 243 | 326 | 326 | 930 | – |
N10–H20–T1 | 489.13 | 264.13 | 386.42 | 0 | 1010.87 | 11.41 |
R10–H20–T1 | 489.13 | 264.13 | 193.21 | 193.21 | 1010.87 | 11.41 |
R10–H20–T2 | 489.13 | 264.13 | 193.21 | 193.21 | 1010.87 | 11.41 |
N10–H30–T1 | 489.13 | 264.13 | 386.42 | 0 | 1010.87 | 11.41 |
R10–H30–T1 | 489.13 | 264.13 | 193.21 | 193.21 | 1010.87 | 11.41 |
Group 2 MSA = 20 mm | ||||||
N20 (control 20) | 400 | 216 | 905 | 0 | 763 | – |
R20 | 400 | 216 | 452.5 | 452.5 | 763 | – |
N20–H20–T1 | 434.78 | 234.78 | 630.43 | 0 | 829.34 | 11.41 |
R20–H20–T1 | 434.78 | 234.78 | 315.22 | 315.22 | 829.34 | 11.41 |
N20–H20–T2 | 434.78 | 234.78 | 630.43 | 0 | 829.34 | 11.41 |
R20–H20–T2 | 434.78 | 234.78 | 315.22 | 315.22 | 829.34 | 11.41 |
N20–H30–T1 | 434.78 | 234.78 | 630.43 | 0 | 829.34 | 11.41 |
R20–H30–T1 | 434.78 | 234.78 | 315.22 | 315.22 | 829.34 | 11.41 |
R20–H30–T2 | 434.78 | 234.78 | 315.22 | 315.22 | 829.34 | 11.41 |