Research Article
Potential Use of Reclaimed Asphalt Pavement Aggregate and Waste Plastic Bottles for Sustainable Asphalt Pavement Production
Table 9
Marshall properties of bituminous mixture at OBC.
| | WPB (%) (by OBC) | Sample | Bitumen (%) (by OBC) | Stability (kN) | Flow (mm) | Gmb (gm/cc) | VA (%) | VMA (%) | VFB (%) |
| | 0 | 0 | 5.1 | 9.17 | 3.17 | 2.334 | 4.8 | 19.26 | 74.99 | | 2 | A | 7.7 | 9.07 | 3.32 | 2.336 | 4.6 | 19.45 | 76.03 | | 6 | B | 5.5 | 8.929 | 3.19 | 2.344 | 4.87 | 19.3 | 74.74 | | 8 | C | 5.4 | 8.29 | 3.19 | 2.350 | 4.88 | 19.22 | 74.57 | | 10 | D | 5.0 | 8.93 | 3.19 | 2.346 | 4.87 | 19.1 | 74.47 | | 12 | E | 5.5 | 9.1 | 3.17 | 2.358 | 4.75 | 19.02 | 74.84 | | 14 | F | 5.4 | 8.88 | 3.3 | 2.346 | 4.32 | 18.75 | 76.8 | | Average | — | 5.7 | 8.91 | 3.22 | 2.345 | 4.73 | 19.16 | 75 |
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