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

Table 6

Marshall properties test results of asphalt mixes with 6.0% mineral filler.

Binder content (%)	Stability (kN)	Flow 0.01 (mm)	Gmb (gm/cc)	Gmm (%)	VA (%)	VMA (%)	VFB (%)
4	9.13	3.67	2.41	2.53	5.07	15.8	67.7
4.5	10	3.33	2.48	2.6	4.45	13.7	67.8
5	11.2	3	2.47	2.65	4.12	14.4	71.4
5.5	10.23	3.83	2.45	2.56	3.99	15.4	74
6	8.6	4.33	2.42	2.52	3.8	17	77.6
Average	9.83	3.63	2.45	2.45	4.2	15.3	71.7