Research Article
Utilization of Waste Glass Powder and Glass Composite Fillers in Asphalt Pavements
Table 2
Adopted gradation of asphalt concrete mix.
| Sieve sizes (mm) | 19 | 13.2 | 9.5 | 4.75 | 2.36 | 1.18 | 0.6 | 0.3 | 0.15 | 0.075 |
| Allowable limits (%) | 100 | 90–100 | 70–88 | 53–71 | 42–58 | 34–48 | 26–38 | 19–28 | 12–20 | 4–10 |
| Adopted gradation (%) | 100 | 91 | 74 | 62 | 50 | 43 | 35 | 25 | 14 | 4, 5.5, 7, and 8 |
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