Research Article
Design and Performance of Anticracking Asphalt-Treated Base
Table 12
Permeability coefficient and voids of specimens.
| | Gradation | Asphalt aggregate ratio
(%) | Permeability coefficient
(ml/min) | Void
(%) |
| | Gradation 4 | 3.9 | 420 | 9.8 | | 4.2 | 145 | 9.0 | | 4.5 | No seepage | 8.3 | | Gradation 5 | 3.9 | 380 | 9.6 | | 4.2 | 135 | 8.7 | | 4.5 | No seepage | 8.0 |
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