Seite - 934 - in Book of Full Papers - Symposium Hydro Engineering

Fig. 3 Particle-Size Analysis of aggregates in Mix Design (0-25 mm) Table 1. Physical Test results of aggregates Materials fineness Modulus Lose weight of aggregates by Los Angeles Test Prolongation Of aggregate Ductility of aggregate fractions of aggregate Density & Water absorption Type RPM %abrasion % % % Bulk Density (3Kg/m) Real Density (3Kg/m) Water absorption % Coarse Aggregates (10-25 mm) - B 500 23 18 10 51 2703 2654 0.8 Coarse Aggregates (5-10 mm) - 12 18 66 2712 2641 1.1 Fine Aggregates (0-6 mm) 3.43 - - - - - - 2720 2580 2.0 934