Rutting and Fatigue Properties of Cellulose Fiber-Added Stone Mastic Asphalt Concrete Mixtures

Table 1

Mix volumetric analysis of SMA mixtures.

Parameters	Mixtures
	25 mm	19 mm	12.5 mm	Range
Asphalt content (%)	5.30	5.80	6.30	5–7.5
Air voids (%)	5.60	4.90	4.00	4–7
VMA (%)	19.81	18.78	18.01	Min.: 17
VFA (%)	71.73	73.90	78.01	65–80