Investigating the Fatigue Characteristics of Large Stone Asphalt Mixtures Based on the Disturbed State Concept

Table 1

Aggregate gradation for LSAM-30.

Diameter (mm)	37.5	31.5	26.5	19	16	13.2	9.5	4.75	2.36	1.18	0.6	0.3	0.15	0.075
Passing rate (%)	100	97.6	86.6	70.0	63.4	57.1	49.0	34.3	24.0	16.8	11.9	8.2	5.7	4.0