Table 6 Pi values of mechanical properties for rejuvenated recycled asphalt mixtures.
Mixture type | Standard | RAP content (%) | ||||
|---|---|---|---|---|---|---|
0 | 35 | 50 | 65 | |||
P(PD1) | AASHTO T378 | 1 | 0.8767 | 1.1013 | 0.6167 | |
P(PD2) | BS EN 12697-25 | 1 | 0.7371 | 0.6850 | 1.0932 | |
P(PD3) | AS2891.12.1 | 1 | 0.4880 | 1.2006 | 0.6998 | |
P(Mr) | ASTM D7369 | 1 | 1.0574 | 1.1265 | 1.0598 | |
P(TSR) | AASHTO T283 | 1 | 0.9121 | 1.0347 | 1.0624 | |
P(NfNM) | BS EN 12697-24 | 1 | 1.1806 | 1.1419 | 1.7516 | |
P(KIC) | − 12 °C | AASHTO TP105 | 1 | 1.0159 | 0.9567 | 0.9277 |
− 24 °C | AASHTO TP105 | 1 | 1.0559 | 1.0866 | 1.0674 | |