Fatigue Performance of Recycled Hot Mix Asphalt: A Laboratory Study

Table 5

Regression coefficients of the fatigue curves: approach for unaged mixtures.

Mixture	(μm/m)	(-)	(10^6) (μm/m)	(-)
CM/R0	4658.4		107	0.9661
CM/R2	2793.9		154	0.9943
CM/R4	2221.2		193	0.9587
SM/R0	3741.8		172	0.9791
SM/R2	4113.8		229	0.9864
SM/R4	2866.5		289	0.9858
HM/R0	3508.2		284	0.953
HM/R2	2515.0		364	0.9880
HM/R4	2322.1		402	0.9867