Research Article

Deformation Properties and Fatigue of Bituminous Mixtures

Table 2

Tested mix designs for AC 11 pavement layer.

MixtureMixture 1 (A1) %Mixture 2 (A2) %
B 70/100 (Q8)PmB 70/100-83

Filer7,1%
0/2 mm29,3%
2/4 mm15,6%
4/8 mm22,6%
8/11 mm19,8%
Binder5,6%

Sum100,00%