Study on the Contact Stress Distribution Model of Asphalt Mixture Particles

Table 3

Performance index of fine aggregate.

Test project	Unit	Technical requirements	Test results
Apparent relative density	g/cm^3	≥2.5	2.922
Sand equivalent	%	≥60	78
Sediment concentration (<0.075 mm)	%	≤3	0.8
Firmness (>0.3 mm)	%	≤12	3.4