Research Article
Dynamic Properties and Fatigue Life of Stone Mastic Asphalt Mixtures Reinforced with Waste Tyre Rubber
Table 2
SMA 20 aggregate gradation.
| SMA 20 | B.S Sieve | % Passing | % Retained | Weight (G) | Min. | Max. | Mid. |
| 19 | 100 | 100 | 100 | 0 | 0 | 12.5 | 85 | 95 | 90 | 10 | 110 | 9.5 | 65 | 75 | 70 | 20 | 220 | 4.75 | 20 | 28 | 24 | 46 | 506 | 2.36 | 16 | 24 | 20 | 4 | 44 | 0.6 | 12 | 16 | 14 | 6 | 66 | 0.3 | 12 | 15 | 13.5 | 0.5 | 5.5 | 0.075 | 8 | 10 | 9 | 4.5 | 49.5 | pan | 0 | 0 | 0 | 9 | 99 | | | | | 100 | 1100 |
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