Research Article
Effect of Different Types of Fly Ash on Properties of Asphalt Mixtures
Table 5
Physical properties of stone aggregate fractions and criteria according to SRPS U.E4.014.
| | Property | Method | Stone aggregate fraction (mm) | | 0/4 | 4/8 | 8/11 | | Value | Criterion | Value | Criterion | Value | Criterion |
| | Content of particles smaller than 0.09 mm (%) | EN 933-1 | 11 | Max 10 | 0 | Max 1 | 0 | Max 1 | | Density-pycnometer method (Mg/m3) | EN 1097-6 | 2.730 | — | — | — | — | — | | Density-wire basket method (Mg/m3) | EN 1097-6 | — | — | 2.724 | — | 2.719 | — | | Sand equivalent (%) | EN 933-8 | 65.4 | min 60 | — | — | — | — | | Fineness modulus | SRPS U.E4.014 | 2.64 | 1.95–3.00 | — | — | — | — | | Water absorption (%) | EN 1097-6 | — | — | 0.6 | Max 1.6 | — | — |
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