The Bearing and Breakage Characteristics of Crushed Stone Aggregates in the Bedding Course of Permeable Roads

Table 1

Particle mass of different samples.

Mass (g)		Particle size (mm)
		10–15	15–20	20–25	25–30
Single size particle samples (mm)	25–30	0.0	0.0	0.0	2000.0
	20–25	0.0	0.0	2000.0	0.0
	15–20	0.0	2000.0	0.0	0.0
Mixed size particle sample	1 : 1 : 1 : 1	500.0	500.0	500.0	500.0