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Concrete Mix Design Sheet
| Date Poured: | 11/08/25 | 7 Day Test: | 18/08/25 | 28 Day Test: | 08/09/25 |
| 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 200 L | ||
|---|---|---|---|---|---|---|
| Water | 240.000 | 240.000 | 48.000 L | |||
| Water Correction | 0 L/m3 | |||||
| Cementitious Material | ||||||
| OPC | 100.0% | 400.000 | 129.032 | 80.000 kg | ||
| 0.0% | 0.000 | 0.000 | 0.000 kg | |||
| 0.0% | 0.000 | 0.000 | 0.000 kg | |||
| 0.0% | 0.000 | 0.000 | 0.000 kg | |||
| 0.0% | 0.000 | 0.000 | 0.000 kg | |||
| 0.0% | 0.000 | 0.000 | 0.000 kg | |||
| Coarse Aggregates | ||||||
|
570 kg/m3 | 570.000 | 203.571 | 114.000 kg | ||
|
450 kg/m3 | 450.000 | 160.714 | 90.000 kg | ||
|
0 kg/m3 | 0.000 | 0.000 | 0.000 kg | ||
| Fine Aggregates | ||||||
|
720 kg/m3 | 720.000 | 266.667 | 144.000 kg | ||
|
0 kg/m3 | 0.000 | 0.000 | 0.000 kg | ||
|
0 kg/m3 | 0.000 | 0.000 | 0.000 kg | ||
| Chemical Additives | ||||||
| Superplasticiser | 0.0 L/m3 | 0.00 | 0.00 | 0.000 L | ||
| 0.0 L/m3 | 0.00 | 0.00 | 0.000 L | |||
| 0.0 L/m3 | 0.00 | 0.00 | 0.000 L | |||
| 0.0 L/m3 | 0.00 | 0.00 | 0.000 L | |||
| Total | 2380.0 kg/m3 | 1000.0 L | 476.0 kg | |||
Concrete Mix