Usage of Reclaimed Asphalt Material in Stone Mastic Asphalt

Table 5

Determined parameters of resistance against permanent deformation of SMA 11 mixture.

Mixture	WTSAIR (mm/10^3 cycles)	PRDAIR (%)	WTSAIR (mm/10^3 cycles)	PRDAIR (%)
Temperature (°C)	50		60
SMA 11 0% RAP	0.012 (0.001897)	1.8 (0.366824)	—	—
SMA 11 10% RAP	0.018 (0.002898)	2.0 (0.288097)	—	—
SMA 11 20% RAP	0.028 (0.002530)	2.3 (0.209762)	—	—
SMA 11 30% RAP	0.026 (0.002191)	1.7 (0.244949)	0.048 (0.002608)	2.1 (0.275681)
SMA 11 30% RAP SMA	0.026 (0.001265)	1.6 (0.260768)	0.049 (0.00228)	2.6 (0.126491)
SMA 11 50% RAP SMA	0.019 (0.002000)	2.0 (0.192354)	0.046 (0.003578)	3.0 (0.289828)