[Retracted] A New Method for the Aggregate Proportion Calculation and Gradation Optimization of Asphalt-Treated Base (ATB-25)

Table 5

The sieving results of the raw materials.

Sieve size (mm)	Cumulative passing rate (%)
	Aggregate 1	Aggregate 2	Aggregate 3	Aggregate 4	Aggregate 5	Mineral power
31.5	100	100	100	100	100	100
26.5	84.33	100	100	100	100	100
19.0	19.75	100	100	100	100	100
16.0	5.05	88.57	100	100	100	100
13.2	0.88	6.77	100	100	100	100
9.5	0	0.1	93.11	100	100	100
4.75	0	0	11.69	99.62	100	100
2.36	0	0	0.09	8.2	92.74	100
1.18	0	0	0	0.96	72.35	100
0.6	0	0	0	0	51.22	100
0.3	0	0	0	0	35.94	100
0.15	0	0	0	0	20.13	100
0.075	0	0	0	0	0	79.12