Research Article
Effect of Different Types of Fly Ash on Properties of Asphalt Mixtures
Table 4
Mineral filler and fly ash properties.
| Property | Method | Min. flller Šišković | Fly ash | P | G | K |
| Particle size distribution (passing through sieve opening, mm) (%) | 0.063 | EN 933-10 | 80.8 | 42 | 44 | 75 | 0.09 | 90.2 | 57 | 67 | 80 | 0.125 | 92.8 | 70 | 89 | 84 | 0.25 | 99.6 | 74 | 91 | 86 | 0.71 | 100 | 84 | 94 | 92 | 2.0 | | 100 | 100 | 100 | Particle density (mg/m3) | EN 1097-7 | 2.711 | 2.272 | 2.966 | 2.821 | Voids of dry compacted mineral filler (%) | EN 1097-4 | 31.5 | 46 | 59 | 55 | Increase of the softening point (ΔR&B test) (°C) | EN 13179-1 | 10.3 | 17.0 | 28.8 | 38.6 | Bitumen number (BN) (ml) | EN 13179-2 | 21 | 45 | 27 | 46 |
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