improve its feasibility. With an increase in the asphalt binder content (in the case of A-AC), the plastic deformation also increased. In particular, the plastic deformation of A-AC significantly increased when the asphalt binder content increased from 6% to 6.5% (the maximum plastic deformation was found to be 8.3mm and 23.2 mm for asphalt binder contents of 6% and 6.5%, respectively).