To analyze the effect of rejuvenator and SBS modified asphalt on the high-temperature creep and low-temperature relaxation performance of recycled asphalt，the penetration，ductility，softening point，multiple stress creep recovery(MSCR)and bending beam rheometer(BBR)test were carried out in this study. The results showed that the penetration and ductility of the recycled asphalt are increased with addition of the rejuvenator and SBS modified asphalt，however the softening point is decreased. When the rejuvenator and SBS modified asphalt content are 4% and 70% respectively，the penetration，ductility，and softening point of recycled asphalt will close to the SBS modified asphalt. When the rejuvenator and SBS modified asphalt is mixed，the non-recoverable creep compliance of recycled asphalt is increased，both the creep recovery rate and relaxation rate are decreased. It can be seen that the low-temperature relaxation performance of recycled asphalt will be improved by adding rejuvenator and SBS modified asphalt，while the high-temperature creep performance is degraded.