Table 5 The parameters calculated for evaluating the MCI for rejuvenated recycled asphalt mixtures.
Parameters | RAP content (%) | |||
|---|---|---|---|---|
0 | 35 | 50 | 65 | |
M (kg) | 1000 | 1000 | 1000 | 1000 |
PRA | 0 | 0.35 | 0.5 | 0.65 |
EF | 1 | 1 | 1 | 1 |
EC | 1 | 1 | 1 | 1 |
V (kg) | 1000 | 650 | 500 | 350 |
FRA | 0 | 0 | 0 | 0 |
WC (kg) | 0 | 0 | 0 | 0 |
WEoL (kg) | 1000 | 1000 | 1000 | 1000 |
WF (kg) | 0 | 0 | 0 | 0 |
W (kg) | 1000 | 1000 | 1000 | 1000 |
LFI | 1 | 0.825 | 0.75 | 0.675 |
