Potential Use of Reclaimed Asphalt Pavement Aggregate and Waste Plastic Bottles for Sustainable Asphalt Pavement Production

Table 5

Physical properties of filler material (CSD).

S./no.	Test description	Test method	Result	ERA 2002
1	Apparent specific gravity (kg/m^3)	ASTM D-854	2.783	N/A
2	Plasticity index (PI)	ASTM D-423	NP	≤4
3	Percentage of passing 0.6 mm sieve	ASTM D-242	100	100
4	Percentage of passing 0.3 mm sieve	ASTM D-242	97.8	95–100
5	Percentage of passing 0.075 mm sieve	ASTM D-242	91.2	70–100