Research Article
Evaluation of Fracture Resistance of Asphalt Mixtures Using the Single-Edge Notched Beams
Table 3
Properties of coarse aggregate.
| Test item | Unit | Test result | Test method |
| Apparent relative density | / | 2.953 | T0304 | Bulk density | / | 2.886 | T0304 | Acicular content | % | 3.95 | T0312 | Particle content of less than 0.075 mm | % | 0.2 | T0310 | Soft stone content | % | 1.0 | T0320 | Crushing value | % | 12.9 | T0316 | Crushing value (200°C for 5 hours) | % | 13.6 | T0316 | Firmness | % | 2.0 | T0314 | Water absorption rate | % | 0.78 | T0314 | Los Angeles wear value loss | % | 13.7 | T0317 | Los Angeles wear value loss (200°C for 5 hours) | % | 14.4 | T0317 | Polished value | PSV | 44 | T0321 | Adhesion | Grade | 5 | T0305 |
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