Research Article
SGC Tests for Influence of Material Composition on Compaction Characteristic of Asphalt Mixtures
Table 2
Content of mineral aggregates and asphalt of all test schemes.
| Test schemes | Percentage content of mineral aggregates of each size section (%) | Asphalt-aggregate ratio (%) | 13.2~16 mm | 9.5~13.2 mm | 4.75~9.5 mm | 2.36~4.75 mm | 1.18~2.36 mm | 0.6~1.18 mm | 0.3~0.6 mm | 0.15~0.3 mm | Mineral powder |
| | 5 | 10 | 15 | 12 | 12 | 12 | 12 | 12 | 10 | 4.5 | | 8 | 16 | 24 | 8 | 8 | 8 | 9 | 9 | 10 | 4.5 | | 11 | 22 | 33 | 4 | 5 | 5 | 5 | 5 | 10 | 4.5 | | 14 | 28 | 42 | 1 | 1 | 1 | 1 | 2 | 10 | 4.5 | | 8 | 16 | 24 | 9 | 9 | 10 | 10 | 10 | 4 | 4.5 | | 12 | 23 | 34 | 3 | 3 | 3 | 3 | 3 | 16 | 4.5 | | 11 | 22 | 33 | 5 | 6 | 6 | 6 | 6 | 5 | 3.5 | | 11 | 22 | 33 | 4 | 5 | 5 | 5 | 5 | 10 | 3.5 | | 22 | 33 | 11 | 4 | 5 | 5 | 5 | 5 | 10 | 4.5 | | 8 | 16 | 24 | 10 | 16 | 16 | 0 | 0 | 10 | 4.5 | (11) | 8 | 16 | 24 | 4 | 0 | 4 | 14 | 20 | 10 | 4.5 |
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