Experimental Study on the Dielectric Model of Common Asphalt Pavement Surface Materials Based on the L-R Model

Table 1

Mineral aggregate grading of asphalt concrete mixtures (square sieve).

Sieve hole (mm)	Sieving rate (%)
	AC-13	AC-16	SMA-13	SMA-16
0.075	100	100	100	100
0.15	100	95.0	100	95.0
0.3	95.0	84.0	95.0	75.0
0.6	76.5	70.0	62.5	55.0
1.18	53.0	48.0	27.0	26.0
2.36	37.0	34.0	20.5	19.5
4.75	26.5	24.5	19.0	18.0
9.5	19.0	17.5	16.0	15.0
13.2	13.5	12.5	13.0	12.5
16	10.0	9.5	12.0	11.5
19	6.0	6.0	10.0	10.0