Research Article
Effects of WMA Additive on the Rheological Properties of Asphalt Binder and High Temperature Performance Grade
Table 6
Critical temperature and high-temperature performance grade.
| Asphalt binders | Requirement of for H-T PG (kPa) | Critical temperature (°C) | H-T PG |
| Asphalt 70# | 1.0 | 66.7 | PG-64 | Asphalt 70# + 1% additive | 68.8 | PG-64 | Asphalt 70# + 3% additive | 70.9 | PG-70 | Asphalt 70# + 5% additive | 74.3 | PG-70 |
| Aged asphalt 70# | 2.2 | 68.3 | PG-64 | Aged asphalt 70# + 3% additive | 72.4 | PG-70 |
| Asphalt 90# | 1.0 | 64.2 | PG-64 | Asphalt 90# + 1% additive | 66.7 | PG-64 | Asphalt 90# + 3% additive | 69.7 | PG-64 | Asphalt 90# + 5% additive | 71.7 | PG-70 |
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