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Concrete Mix Design Sheet
| Date Poured: | 7 Day Test: | 28 Day Test: |
| Cementitious Material | Specific Gravity | Cementitious Material | Specific Gravity |
|---|---|---|---|
| OPC | 3.10 | 3.10 | |
| 2.40 | 2.20 | ||
| 2.80 | 2.80 |
| Coarse Aggregate | Specific Gravity | Fine Aggregate | Specific Gravity |
|---|---|---|---|
| 2.80 | 2.70 | ||
| 2.80 | 2.70 | ||
| 2.80 | 2.70 |
| Additive | Specific Gravity | Additive | Specific Gravity |
|---|---|---|---|
| 1.20 | 1.20 | ||
| 1.20 | 1.20 |
| W/CM Ratio | 0.60 | Total Cementitious Material | 400 Kg/m3 |
| Volume of Concrete Required in m3 (1m3 = 1000L) | 200 L |
| Materials | Percent / Weight per m3 Concrete | Content (kg/m3) |
Volume (litre/m3) | Composition for L | ||
|---|---|---|---|---|---|---|
| Water | ||||||
| Water Correction | 0 L/m3 | |||||
| Cementitious Material | ||||||
| OPC | 100.0% | |||||
| 0.0% | ||||||
| 0.0% | ||||||
| 0.0% | ||||||
| 0.0% | ||||||
| 0.0% | ||||||
| Coarse Aggregates | ||||||
|
|
570 | 550 kg/m3 | 550 | 27.500 kg | ||
|
|
450 | |||||
|
|
0 | |||||
| Fine Aggregates | ||||||
|
720 | |||||
|
|
0 | |||||
|
|
0 | |||||
| Chemical Additives | ||||||
| 0.0 | ||||||
| 0.0 | ||||||
| 0.0 | ||||||
| 0.0 | ||||||
| Total | 0 | 0 | 0 | |||
