Table 12 Scenarios for evaluation of the MCIME in rejuvenated recycled asphalt mixtures.
Scenarios | Description | Performance index | |||||||
|---|---|---|---|---|---|---|---|---|---|
P(PD1) | P(Mr) | P(TSR) | P(NfNM) | P(KIC−12) | P(KIC−24) | P(C) | P(E) | ||
1 | Total performance + cost + CO2 emission | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 |
2 | High temperature + durability + cost + CO2 emission | 1 | 0 | 1 | 0 | 0 | 0 | 1 | 1 |
3 | High and intermediate temperature + durability + cost + CO2 emission | 1 | 0 | 1 | 1 | 0 | 0 | 1 | 1 |
4 | High, intermediate, and low temperature + durability + cost + CO2 emission | 1 | 0 | 1 | 1 | 1 | 1 | 1 | 1 |
5 | Intermediate and low temperature + durability + cost + CO2 emission | 0 | 0 | 1 | 1 | 1 | 1 | 1 | 1 |
6 | Intermediate temperature + durability + cost + CO2 emission | 0 | 0 | 1 | 1 | 0 | 0 | 1 | 1 |
7 | Low temperature + durability + cost + CO2 emission | 0 | 0 | 1 | 0 | 1 | 1 | 1 | 1 |
8 | Pavement thickness + durability + cost + CO2 emission | 0 | 1 | 1 | 0 | 0 | 0 | 1 | 1 |
9 | Cost | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 1 |
10 | CO2 emission | 0 | 0 | 0 | 0 | 0 | 0 | 1 | 0 |
11 | Cost + CO2 emission | 0 | 0 | 0 | 0 | 0 | 0 | 1 | 1 |
