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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 |