Performance Evaluation of Semiplastic Recycled Cold Asphalt Using Noncement Binders

Table 2

Reclaimed asphalt pavement recycled aggregate size distribution.

Type	Percentage passing (%)
	25 mm	20 mm	13 mm	10 mm	5.0 mm	2.5 mm	0.6 mm	0.3 mm	0.15 mm	0.08 mm
Recycled aggregate
13~25 mm	55	46.8	39.9	30.0	21.8	15.0	8.75	6.33	4.02	1.54
8~13 mm	28	28	28	22.8	8.65	6.64	4.28	3.28	2.18	0.95
≤8 mm	15	15	15	15	14	11.18	6.29	4.44	2.87	1.04
Aggregate gradation (≤25 mm)	98	89.8	82.9	67.8	44.4	32.8	19.3	14.0	9.06	3.53