Strength Mechanism and Influence Factors for Cold Recycled Asphalt Mixture

Table 2

Gradations for new aggregates and mineral fillers.

Material	Passing ratios/% for different sieving sizes/mm
	9.5	4.75	2.36	1.18	0.6	0.3	0.15	0.075
New aggregates	100	99.5	75.7	55.5	35.7	26.5	13.8	4.5
Mineral fillers						100	90	80