Table 2 Aggregate properties
From: Effect of Waste Tire Rubber Particles on Concrete Abrasion Resistance Under High-Speed Water Flow
Material | Size (mm) | Apparent density (kg/m3) | Mud content (%) | Crushed index (%) | Fineness modulus |
|---|---|---|---|---|---|
Coarse aggregates | 5–20 | 2732 | 0.38 | 8.9 | – |
Fine aggregates | 0–4.75 | 2668 | 1.3 | – | 2.7 |