Research Article
Deformation Properties and Fatigue of Bituminous Mixtures
Table 2
Tested mix designs for AC 11 pavement layer.
| Mixture | Mixture 1 (A1) % | Mixture 2 (A2) % | B 70/100 (Q8) | PmB 70/100-83 |
| Filer | 7,1% | 0/2 mm | 29,3% | 2/4 mm | 15,6% | 4/8 mm | 22,6% | 8/11 mm | 19,8% | Binder | 5,6% |
| Sum | 100,00% |
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