Research Article
Laboratory Performance Evaluation of Hot Mix Asphalt Mixture Using Belessa Kaolin as a Filler with Superpave Aggregate Gradation
Table 8
Marshal test results for different percentages of CSD filler at 4% VIM.
| Mix properties | Percent of CSD filler content | Specifications of asphalt institute | 5% | 6% | 7% | ERA | Asphalt institute |
| OBC (%) | 5.1 | 5.3 | 5.5 | 4–10 | 4–10 | VFA (%) | 71.5 | 72 | 72.5 | 65–75 | 65–75 | VMA (%) | 14 | 14.8 | 14.5 | Min. 13 | Min. 13 | Stability (kN) | 11.2 | 10.5 | 9.85 | Min. 8 | Min. 7 | Flow (mm) | 3.0 | 3.40 | 3.25 | 2–3.5 | 2–3.5 | Bulk density (g/m3) | 2.32 | 2.31 | 2.31 | — | — | VIM (%) | 4 | 4 | 4 | 3–5 | 3–5 |
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