Comparisons between Asphalt Pavement Responses under Vehicular Loading and FWD Loading

Table 1

The Marshall properties of the AC-13 mixture.

Properties	Value
Asphalt content (%)	5.1
Density (g/cm^3)	2.432
Air voids (%)	3.3
VMA (%)	14.7
VFA (%)	77.6
Marshall stability (kN)	10.6