Establishment of a Shear Strength Prediction Model for Asphalt Mixtures with Raw Materials Properties and Design Parameters

Table 1

Percentage passing of seven aggregate gradations.

Grading	Passing rates of the following sieves with a certain size (%)
	16	13.2	9.5	4.75	2.36	1.18	0.6	0.3	0.15	0.075
Sup13-1	100	95	76	55.5	35	27	24	16.5	10	5
Sup13-2	100	95	81	58	38	24	20	13	8.5	6
Sup13-3	100	95	83	62	29	21	18	12	8	6
Sup13-4	100	95	84	62	27	20	16	11.5	8	6
Sup13-5	100	97	89	65	40.2	27.2	18.7	14.7	8.7	5
Sup13-6	100	95	87	63.5	38.2	25.2	17	12.5	8.2	5
Sup13-7	100	93	85	61.5	36.2	22.5	15.2	11.2	7.7	5