Research Article
Evaluation of Permanent Deformation of Unmodified and Rubber-Reinforced SMA Asphalt Mixtures Using Dynamic Creep Test
Table 1
Properties of crushed granite aggregate used in this study.
| | Properties | Specification | Results | REAM
requirement | Conform |
| | Aggregate crushing value | BS812: part 3 | 20% | <25% | Yes | | Polished stone value | BS812: part 3 | 51.7 | >40% | Yes | | Flakiness index value for coarse aggregate | BS182: part 3 | 4% | <25% | Yes | | Flakiness index value for fine aggregate | BS182: part 3 | 13% | <25% | Yes | | Water absorption for coarse aggregates | ASTM C 127-88 | 0.586% | <2% | Yes | | Water absorption for fine aggregates | ASTM C 127-88 | 0.723% | <2% | Yes |
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