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

Table 12

Comparison of WPB and RAPA modified asphalt mix properly.

Property	Change amount from 5.13 WPB						Percentage of change amount from 5.1 OBC
	5.13	7.67	5.46	5.43	5.03	5.53
OBC	5.13	1.87	0.47	0.57	0.27	0.67	26.7	8.39	10	5	11.55
Stability (kN)	9.7	−0.6	−0.8	−1.4	−0.8	−0.6	−6.59	−8.99	−16.9	−8.99	−6.59
Flow (mm)	3.6	−0.3	−0.4	−0.4	−0.4	−0.4	−9.09	−12.5	−12.5	−12.5	−12.5
Gmb (gm/cc)	2.4	0.9	−0.1	0	0	0	27.27	−4.35	0	0	0
VA (%)	4.3	0.3	0.6	0.6	0.6	0.4	6.52	12.2	12.2	12.2	8.511
VMA	16.7	2.8	2.6	2.5	2.4	2.3	14.4	13.5	13.0	12.6	12.11
VFB	74.5	1.5	0.2	0.1	0	0.3	1.97	0.27	0.13	0	0.401