Research Article
Suitability Investigation of Recycled Concrete Aggregates for Concrete Production: An Experimental Case Study
Table 3
Results obtained in characterization of the RCA and NCA.
| Aggregate property under evaluation | Unit | RCA | NCA |
| Bulk density and void ratio | Loose bulk density | kg/m3 | 1178 | 1567 | Compacted bulk density | kg/m3 | 1344 | 1678 | Void ratio | % | 38 | 38 |
| Specific gravity and absorption | Oven-dry specific gravity | — | 2.17 | 2.70 | Saturated-surface-dry specific gravity | — | 2.35 | 2.75 | Apparent specific gravity | — | 2.63 | 2.83 | Absorption | % | 7.5 | 1.78 |
| Shape, size, and texture | Shape | — | Angular | Angular | Angularity number | — | 5 | 5 | Nominal maximum size | mm | 37.5 | 37.5 | Fineness modulus | — | 1.48 | 2.42 | Texture | — | Rough | Rough |
| Toughness and abrasion | L. A. abrasion loss | % | 32.88 | 19.11 |
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