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%