Research Article
Potential Use of Reclaimed Asphalt Pavement Aggregate and Waste Plastic Bottles for Sustainable Asphalt Pavement Production
Table 1
The physical characteristics of CSA’s, RAPA’s, and WPB’s quality tests and methods.
| Material | Test conducted | Test method |
| RAPA | Centrifugal centrifuge extraction | AASHTO T164/ASTM D2172 |
| WPB | Grinding | — |
| The aggregate test for crushed stone aggregates and RAPA | Water absorption value (%) | AASHTO T 85 | Moisture content | AASHTO T 85 | Lose weight from coarse aggregate | ASTM C-337 | Aggregate crushing value (ACV) (%) | BS 812, Part 110 | Aggregate impact value (AIV) (%) | BS 812, Part 112 | Los Angeles abrasion value (%) | AASHTO T 96 | Compacted weight of coarse aggregate | ASTM C-337 |
| Crushed stone aggregate, RAPA, and WPB aggregate testing | Gmb of coarse aggregate | AASHTO T 85 | Gmb coarse aggregate (SSD basis) | AASHTO T 85 | Gmm of coarse aggregate | AASHTO T209 | Blending | ASTMD 3515 |
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Gmb, bulk specific gravity; Gmm, maximum theoretical specific gravity.
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