Abstract:The recycling and reuse of waste asphalt mixture is a crucial initiative for promoting energy conservation and emission reduction. In order to address the issue of low RAP (reclaimed asphalt pavement) utilization rate, technical solution for full-scale warm mix recycled asphalt mixtureis proposed , achieving 100% RAP utilization rate. Meanwhile, the optimal dosage of admixture is determined through the Marshall Test. A comparative analysis of the performance between the full-scale warm mix recycled asphalt mixture and the conventional hot mix asphalt mixture is conducted. It reveals that the rutting dynamic stability of the recycled AC-13C asphalt mixture at 60°C and 70°C is 6364 and 3158 times/mm, respectively. Its flexural strain at low-temperature failure is 2834 με. Additionally, the pavement performance indicators such as water stability also meet the technical requirements of the current specifications.