The fitting parameters of the CAM model and WLF equation for asphalt binder B502 and B504.
| Asphalt binder | G 0 (MPa) | G ∞ (MPa) | f c | k | m e | c 1 | c 2 | R 2 |
|---|---|---|---|---|---|---|---|---|
| B502 | 0 | 850 | 24.45 | 0.18 | 1.08 | 16.02 | 141.75 | 1.000 |
| B502B_123 | 0 | 850 | 11.26 | 0.17 | 1.09 | 17.63 | 152.15 | 1.000 |
| B502B_163 | 0 | 850 | 2.79 | 0.16 | 1.12 | 18.16 | 154.05 | 1.000 |
| B502C_123 | 0 | 1000 | 0.03 | 0.12 | 1.26 | 20.90 | 168.54 | 1.000 |
| B502C_163 | 0 | 1000 | 0.01 | 0.12 | 1.30 | 21.06 | 168.09 | 1.000 |
| B504 | 0 | 850 | 146.23 | 0.21 | 1.03 | 13.36 | 123.13 | 1.000 |
| B504B_123 | 0 | 850 | 93.38 | 0.20 | 1.04 | 13.76 | 125.12 | 1.000 |
| B504B_163 | 0 | 850 | 31.87 | 0.18 | 1.06 | 14.49 | 130.31 | 1.000 |
| B504C_123 | 0 | 1000 | 25.23 | 0.18 | 1.08 | 14.11 | 118.10 | 1.000 |
| B504C_163 | 0 | 1000 | 5.51 | 0.17 | 1.08 | 15.46 | 134.23 | 1.000 |