Fatigue Performance of Recycled Hot Mix Asphalt: A Laboratory Study

Table 7

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

Mixture	(μm/m)	(-)	(10^6) (μm/m)	(-)
CM/R0	3315.6		99	0.9809
CM/R2	3081.3		134	0.9923
CM/R4	2552.4		173	0.9978
SM/R0	4160.3		147	0.9763
SM/R2	3166.5		208	0.9750
SM/R4	2811.0		261	0.9849
HM/R0	4359.3		250	0.9763
HM/R2	2902.9		310	09841
HM/R4	2362.3		366	0.9949