Study on Cooling Effect and Pavement Performance of Thermal-Resistant Asphalt Mixture

Table 8

Results of HWTD.

Mixture type	Loading times (times)	Rut depth (mm)	Sip (times)	Strip slope
HMA	20000	19.4	11800	450.3
CE25	20000	18.9	9800	576.4
CE50	20000	17.3	12160	858.5
CE75	20000	15.6	12710	999.7
CE100	20000	18.0	7360	835.9
FB25	20000	15.6	12920	995.5
FB50	20000	16.4	13250	910.2
FB75	20000	16.5	13900	751.7
FB100	20000	19.2	8130	703.3