Quantitative Analysis on Force Chain of Asphalt Mixture under Haversine Loading

Table 3

Gradations of AC-13 asphalt mixture and mastic.

Size (mm)	Percent passing of AC-13 (%)	Percent passing of asphalt mastic (%)
16.0	100	—
13.2	95.05	—
9.5	72.23	—
4.75	46.26	—
2.36	33.13	100
1.18	24.09	72.71
0.6	17.01	51.34
0.3	11.83	35.7
0.15	8.14	24.56
<0.075	5.09	15.35