Fatigue Performance of Recycled Hot Mix Asphalt: A Laboratory Study

Table 8

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

Mixture	(μm/m)	(-)	(10^6) (μm/m)	(-)
CM/R0	2984.6		75	0.9528
CM/R2	2936.7		95	0.9782
CM/R4	3016.8		121	0.9216
SM/R0	3599.2		114	0.9968
SM/R2	2918.9		152	0.9501
SM/R4	2761.8		187	0.9306
HM/R0	4631.1		219	0.9951
HM/R2	3280.9		265	0.9986
HM/R4	3165.5		311	0.9964