Research Article
Assessing the Field Curing Behavior of Cold Recycled Asphalt Mixtures
Table 1
Main properties of used aggregate and filler.
| | Property | Standard | RA 0/10 | RA 8/20 | Sand 0/1 | Filler |
| | Passing at 0.063 mm sieve size (%) | EN 933-1 | 1.4 | 0.5 | 3.0 | 95.0 | | Density (mg/m3) | EN 1097-6 | 2.48 | 2.51 | 2.68 | 2.45 | | Water absorption (%) | EN 1097-6 | 1.7 | 2.0 | 1.0 | - | | Soluble binder content (% by aggr.) | EN 12697-1 | 4.89 | 3.38 | - | - | | Methylene blue (g/kg) | EN 933-9 | - | - | 1.0 | 3.5 | | Fineness (blaine) (cm2/g) | EN 196-6 | - | - | - | 6500 | | Flakiness index (%) | EN 933-3 | 4 | 5 | - | - | | Shape index (%) | EN 933-4 | 3 | 3 | - | - |
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