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)	(-)	(10^6) (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