Research Article
Investigating the Fatigue Characteristics of Large Stone Asphalt Mixtures Based on the Disturbed State Concept
Table 1
Aggregate gradation for LSAM-30.
| Diameter (mm) | 37.5 | 31.5 | 26.5 | 19 | 16 | 13.2 | 9.5 | 4.75 | 2.36 | 1.18 | 0.6 | 0.3 | 0.15 | 0.075 |
| Passing rate (%) | 100 | 97.6 | 86.6 | 70.0 | 63.4 | 57.1 | 49.0 | 34.3 | 24.0 | 16.8 | 11.9 | 8.2 | 5.7 | 4.0 |
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