Research Article
Fatigue Performance of Recycled Hot Mix Asphalt: A Laboratory Study
Table 6
Regression coefficients of the fatigue curves:
approach for aged mixtures.
| Mixture | (μm/m) | (-) | (106) (μm/m) | (-) |
| CM/R0 | 4638.4 | | 79 | 0.9685 | CM/R2 | 3388.0 | | 107 | 0.9679 | CM/R4 | 3340.2 | | 135 | 0.8637 | SM/R0 | 3670.4 | | 126 | 0.9632 | SM/R2 | 3835.8 | | 167 | 0.9176 | SM/R4 | 3821.9 | | 204 | 0.9171 | HM/R0 | 4155.0 | | 245 | 0.9582 | HM/R2 | 3069.6 | | 310 | 0.9768 | HM/R4 | 3351.3 | | 343 | 0.9550 |
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