Professional Concrete Mix Calculator
Calculate exact cement, sand, aggregate, and water quantities for concrete mixes. Features moisture adjustment, specific gravity inputs, and M5-M25 mix standards.
About
Structural integrity depends on the precise proportioning of constituent materials. In concrete mix design, the calculation begins with the target wet volume, which is then converted to dry volume to account for shrinkage and void filling. The industry standard assumes a dry volume increase of approximately 54% over the wet volume. This tool addresses the critical need for accurate material estimation by incorporating specific gravity variables and aggregate moisture content.
Variations in local material density and moisture levels can significantly alter the water-cement ratio, affecting the final compressive strength. For instance, wet sand adds unmeasured water to the mix while reducing the effective mass of silica. This calculator adjusts the required batch water and aggregate weights dynamically based on input moisture percentages, ensuring the final mix adheres to the designed water-cement ratio.
Formulas
The calculation of dry volume from wet volume uses a standard compressibility factor.
To determine the weight of a specific material (where P is the part ratio and Ptotal is the sum of parts):
Adjusting for moisture content (MC) in aggregates requires increasing aggregate weight and decreasing batch water:
Reference Data
| Grade | Mix Ratio (C:S:A) | Compressive Strength (28 Days) | Typical Application |
|---|---|---|---|
| M5 | 1 : 5 : 10 | 5 MPa | PCC for foundations, footing base |
| M7.5 | 1 : 4 : 8 | 7.5 MPa | Temporary structures, massive PCC |
| M10 | 1 : 3 : 6 | 10 MPa | Levelling courses, non-structural flooring |
| M15 | 1 : 2 : 4 | 15 MPa | Residential slabs, beams, staircases |
| M20 | 1 : 1.5 : 3 | 20 MPa | RCC structures, heavy-duty slabs, columns |
| M25 | 1 : 1 : 2 | 25 MPa | Water retaining structures, piles, heavy load |
| M30 | Design Mix | 30 MPa | Runways, bridges (Requires lab design) |