Research Article
Performance Evaluation of Recycled Asphalt Mixtures Containing Construction and Demolition Waste Applicated as Pavement Base
Table 1
Characterisation of aggregates.
| Detection indexes | RCA (mm) | RBA (mm) | Limestone natural aggregates | Code value | 4.75–9.5 | 9.5–19 | 19–26.5 | 4.75–9.5 | 9.5–19 | 19–26.5 | 0–4.75 | 4.75–9.5 | 9.5–19 | 19–26.5 |
| Apparent density (kg/m3) | 2.50 | 2.55 | 2.53 | 2.38 | 2.41 | 2.44 | 2.723 | 2.721 | 2.713 | 2.711 | | Water absorption (%) | 5.71 | 5.44 | 5.50 | 17.08 | 16.55 | 14.61 | 0.78 | 0.61 | 0.52 | 0.34 | | Needle flake content (%) | 7.8 | 7.1 | 3.2 | 7.3 | 6.9 | 3.5 | 12.6 | 8.3 | 9.8 | 6.9 | | Crushed value (%) | 26.1 | 26.6 | 27.3 | 28.6 | 29.3 | 29.8 | — | 21.6 | 22.3 | 22.5 | |
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