Research Article
Comparative Analysis of Selected Concrete Mix Design Methods Based on Cost-Effectiveness
Table 4
Summary of aggregate physical proprieties.
| No. | Parameters | Results |
| 1 | Characteristic compressive strength | C-25 | 2 | Nominal maximum size of coarse aggregate | 20 mm | 3 | Coarse aggregate | Natural crushed stone aggregate | 4 | Fine aggregate | Natural deposited sand from Abay River | 5 | Silt content of sand | 4.5% | 6 | Water absorption | Coarse aggregates | 0.2% | Fine aggregates | 0.98% | 7 | Unit weight of | Coarse aggregates | 1650 kg/m3 | Fine aggregates | 1750 kg/m3 | 8 | Specific gravity of | Fine aggregate/sand | 2.64 | Coarse aggregates | 2.89 | 9 | Fineness modulus (FM) of sand | 2.45 for ACI, DOE, EBCS, and grading zone II for IS | 10 | Desired workability | 25 mm to 50 mm slump | 11 | Chemical/mineral admixtures | Not used at all mix |
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