Research Article
Design and Performance of Anticracking Asphalt-Treated Base
Table 7
Theoretical void of each gradation.
| | Gradation | Estimated asphalt aggregate ratio
(%) | Theoretical void
(%) |
| | Gradation 1 | 4.2 | 5.7 | | Gradation 2 | 4.2 | 9.5 | | Gradation 3 | 4.2 | 6.7 | | Gradation 4 | 4.2 | 12.4 | | Gradation 5 | 4.2 | 12.1 |
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