Research Article

Composition and Evaluation on Road Performance of SBS/PTW High-Viscosity-Modified Asphalt and Its Mixtures for Ultrathin Overlays

Table 11

High-temperature classification results of modified asphalt.

Asphalt typeRutting factors of original asphalt at different temperatures (kPa)Asphalt rut factor after RTFOT at different temperatures (kPa)PG grade
58°C64°C70°C76°C82°C88°C58°C64°C70°C76°C82°C88°C

G12.0317.5084.7613.0511.9671.27623.43915.33310.2536.9334.6683.12788
A11.2036.9223.9862.3531.4290.79422.58514.9649.0866.2883.6731.83382
B7.5514.2542.4381.4310.8630.53819.02810.8866.3413.7572.2761.41276
C11.0686.2083.6092.1961.3920.90927.10517.91211.9087.8425.0813.25182