Research Article
Investigation on the Influences of Curing Time on the Cracking Resistance of Semiflexible Pavement Mixture
Table 2
Property of SBS-modified asphalt.
| Penetration (100 g, 25°C), 0.1 mm | Softening point, °C | Ductility (5°C), cm | Viscosity (135°C), Pa.s | 54 | 62 | 30 | 2.0 |
| RTFOT | Penetration ratio (100 g, 25°C), 0.1 mm | Ductility (5°C), cm | Quality change (%) | 67 | 31 | −0.05 |
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