Research Article
The Variability and Evaluation Method of Recycled Concrete Aggregate Properties
Table 1
Properties of RA and NA.
| Type of aggregate | Density (g/cm3) | Water absorption (%) | Crushing value (%) | Abrasion value (%) | Adhesion grade |
| RA | | | | | | RA1 (4.75–9.50 mm) | 2.730 | 2.171 | 13.32 | 13.60 | 2 | RA2 (4.75–13.2 mm) | 2.742 | 2.233 | 13.40 | 13.60 | 3 | RA3 (9.50–19.0 mm) | 2.780 | 1.695 | 13.58 | 15.00 | 4 | NA | | | | | | NA1 (4.75–9.50 mm) | 2.751 | 0.802 | 18.82 | 23.55 | 5 | NA2 (4.75–13.2 mm) | 2.793 | 0.798 | 19.01 | 23.55 | 5 | NA3 (9.50–19.0 mm) | 2.842 | 0.755 | 20.68 | 22.65 | 5 | Commonly acceptable | ≥2.600 | ≤2.000 | ≤28.00 | ≤30.00 | ≥4 |
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