Gradation Curve
Mixture design
| Concrete Type | Coarse Agg 1 | Coarse Agg 2 | Fine Agg 1 | Water | Cement | W/C ratio | Design Density |
|---|---|---|---|---|---|---|---|
| 5.5 HR | 1,150 | 575 | 1058 | 800 | 291.9 | 0.36 | - |
| 16 HR | 1,112 | 543 | 1102 | 752 | 333.6 | 0.44 | 142.32 |
| Concrete Additives Proportion (lbs/CY) | ||||
| Amount | Air Rntrainment | High-range Water Reducer | Accelerant | |
| 5.5 HR | Estimated Range | 0-8 | 30-55 | 80-110 |
| Actual Amount | 2.8 | 44 | 100 | |
| 16 HR | Estimated Range | 0-8 | 25-40 | 35-60 |
| Actual Amount | 4.9 | 30.8 | 45 | |
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