Fracture Performance of a Large-Stone Asphalt Mixture Based on a Monotonic Tensile Overlay Test

Table 4

Properties of aggregate.

Items	Units	Coarse aggregate		Fine aggregate
		Limits	Test results	Limits	Test results
Crushed stone value	%	≤28.0	21.6	—	—
Los Angeles abrasion loss	%	≤30	18.4	—	—
Apparent relative density	g/cm^3	≥2.50	2.75	≥2.50	2.746
Water absorption	%	≤3.0	0.79	—	—
Content (<0.075 mm)	%	≤1.0	0.2	—	—
Acicular content	%	≤15.0	3.2	—	—
Methylene blue value	g/kg			2.5	1.2