Research Article
Effect of Rubberized Bitumen Blending Methods on Permanent Deformation of SMA Rubberized Asphalt Mixtures
Table 1
Properties of crushed granite aggregate used in this study.
| Property | Unit | Test method | Value |
| Coarse aggregate | | | | Los Angeles abrasion | % | ASTM: C131 | 19.45 | Flakiness index | % | BS EN 933-3 | 2.72 | Elongation index | % | BS 812-105.2 | 11.26 | Aggregate crushing value | % | BS 812-110 | 19.10 | Bulk specific gravity | — | ASTM: C127 | 2.60 | Absorption | % | ASTM: C127 | 0.72 |
| Fine aggregate | | | | Bulk specific gravity | — | ASTM: C128 | 2.63 | Absorption | % | ASTM: C128 | 0.4 | Soundness loss | % | ASTM: C88 | 4.1 |
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