Research Article
Performance Evaluation of Crumb Rubber Modified Stone Mastic Asphalt Pavement in Malaysia
Table 6
Flow results (mm) for different CRM contents.
| | | Binder content | | | 5% | 5.5% | 6% | 6.5% | 7% |
| | CR 0% | 3.0 | 3.2 | 3.5 | 4 | 4.4 | | CR 6% | 3.4 | 3.4 | 3.7 | 4.7 | 5.6 | | CR 12% | 3.5 | 4.1 | 4.1 | 4.4 | 5.2 | | CR 16% | 2.4 | 3.2 | 3 | 3.6 | 4.4 | | CR 20% | 2.2 | 2.3 | 2.5 | 2.8 | 3.3 |
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