The calculator estimates the concrete mix composition of normal-weight concrete for a given concrete volume V in m3. The output includes the quantities of cement, water, sand, and coarse aggregate, as well as approximate proportions by weight and by absolute volume.
This type of calculation is used for a preliminary mix estimate in private and small-scale construction when it is necessary to assess how much material will be required for a foundation, slab, screed, paving area, or another concrete element. The result is useful for planning purchases, comparing mix options, and checking the approximate material consumption per 1 m3 of concrete.
Input volume. All material quantities are first determined for 1 m3 of concrete mix and then multiplied by the entered volume V in m3. This means that if the volume doubles, the quantity of each component also doubles.
Water content. The calculator first sets a base water content of 190 l/m3. This value is then adjusted according to the concrete consistency class, the maximum aggregate size Dmax, and the type of coarse aggregate.
W = 190 + ΔS + ΔD + ΔA
Consistency adjustment. The following reference values are used for slump classes: S1 = -20 l, S2 = -10 l, S3 = 0 l, S4 = +10 l, S5 = +20 l per 1 m3. A more workable mix usually requires more water unless a water-reducing admixture is used.
Aggregate size adjustment. For the selected aggregate size Dmax, the calculator applies the following values: 8 mm = +12 l, 16 mm = 0 l, 22 mm = -6 l, 32 mm = -12 l. Larger aggregate usually reduces the specific water demand of the concrete mix.
Aggregate type adjustment. For gravel, the water content is additionally reduced by 5 l/m3, while for crushed stone the adjustment is 0 l. This is because the rounded shape of gravel usually reduces internal friction in the mix.
Result limit. After all adjustments, the water content is limited to a range from 140 to 240 l/m3. This means that the final result cannot go below or above the minimum and maximum values adopted in the calculator.
Water-cement ratio. After the water content has been determined, the calculator defines the allowable W/C ratio for the selected concrete strength class. The following reference values are used: C12/15 = 0.62, C16/20 = 0.58, C20/25 = 0.53, C25/30 = 0.50, C30/37 = 0.45, C35/45 = 0.42, C40/50 = 0.40.
Cement class adjustment. For cement class 32.5, the W/C ratio is additionally adjusted by a factor of 1.08, for cement class 42.5 the factor is 1.00, and for cement class 52.5 it is 0.95. This means that with a higher cement class, less cement is usually required to achieve the same target concrete strength.
C = W / (W/C)
Meaning of the formula. Here C is the cement content in kg/m3, and W is the water content in l/m3, which is treated numerically as kg/m3 in the calculation. The lower the allowable W/C, the more cement is required for the same amount of water.
Number of bags. The number of cement bags is calculated by rounding up to bags of 25 kg. Even if the result is, for example, 10.1 bags, the calculator shows 11, because part of a standard bag usually cannot be purchased separately.
Absolute volume method. After calculating cement and water, the calculator determines how much of the 1 m3 mix volume is already occupied by cement, water, and entrapped air. The remaining volume is taken as the total aggregate volume.
Vagg = 1 - (Vw + Vc + Va)
Adopted particle densities. The following particle densities are used to convert mass into absolute volume: cement 3150 kg/m3, sand 2650 kg/m3, crushed stone 2700 kg/m3, gravel 2650 kg/m3. These are not bulk densities, but calculation values used in the absolute volume method.
Air content in the mix. The air content depends on the aggregate size and is taken as 2.0% for 8 mm, 1.5% for 16 mm, 1.2% for 22 mm, and 1.0% for 32 mm. This part of the volume is reserved and is not distributed between sand and coarse aggregate.
Sand fraction. The calculator then assigns the sand fraction within the total aggregate volume. The base values are 0.45 for 8 mm, 0.40 for 16 mm, 0.37 for 22 mm, and 0.34 for 32 mm.
Adjustments to the sand fraction. According to consistency class, the following values are added to the base fraction: -0.02 for S1, -0.01 for S2, 0 for S3, +0.01 for S4, and +0.02 for S5. In addition, +0.01 is added for crushed stone and 0.01 is subtracted for gravel.
Limit of the sand fraction. The resulting value is limited to a range from 0.28 to 0.52. This prevents the mix from becoming unrealistically low in sand or excessively sand-rich.
Vs = Vagg × ks
Vg = Vagg - Vs
Conversion to weight. The volume of sand and the volume of coarse aggregate are then multiplied by the corresponding densities, and the calculator obtains the weight in kg. That is why the results show both volume and weight for each aggregate.
Proportions by weight. The final notation is built relative to 1 part of cement. In the order cement : water : sand : coarse aggregate, the calculator shows how many kilograms of each component correspond to 1 kg of cement.
Proportions by volume. For volume proportions, the absolute volume of cement is taken as the reference unit, and the other components are compared with it. These are not practical bucket proportions, but an engineering representation based on calculated absolute material volumes.
Total mix weight. The total weight is determined as the sum of the weights of cement, water, sand, and coarse aggregate. This is useful for a preliminary assessment of logistics, hand mixing, and material handling.
Consistency class. For ordinary monolithic concrete work, S2-S3 is often used, while for denser reinforcement and difficult-to-fill areas, S3-S4 is more common. Increasing workability only by adding water is undesirable, because it increases the W/C ratio and usually reduces the strength and durability of concrete.
Plasticizer. When this option is enabled, the calculator reduces the water content by 8%. This is a typical reference value for a standard water-reducing admixture, but the actual reduction should be checked against the technical data sheet of the specific product.
Strength class. The higher the selected concrete class, the lower the allowable W/C ratio and the higher the usual cement content. In practice, this affects not only strength, but also heat generation, workability, and cost.
European standards. The calculation logic is aligned with the general European approach to specifying concrete composition and classifying concrete properties. For checking design requirements and final mix design, it is common to refer to EN 206 - Concrete. Specification, performance, production and conformity, EN 12350 - Testing fresh concrete, and EN 12390 - Testing hardened concrete.
Scope of use. This calculation is suitable for a preliminary estimate, but it does not replace laboratory mix design. Actual material consumption may vary noticeably because of sand moisture, particle shape, fines content, real aggregate density, cement activity, and environmental exposure requirements.
A more workable concrete mix must flow and compact more easily, so it usually requires a larger volume of cement paste. In this calculator, moving from S1 to S5 changes the water content step by step, and this also affects the cement content.
This happens because a stronger concrete class requires a lower water-cement ratio W/C. If the water content stays the same or nearly the same, more cement is required per 1 m3 to satisfy that condition.
The volume result shows calculated absolute material volumes, not practical loose volumes used on site. For bucket mixing, these values can be used only as a very rough reference, because the bulk density of cement, sand, and coarse aggregate depends on moisture and compaction.
The calculator first determines the actual cement demand in kilograms and then converts it into 25 kg bags by rounding up. This gives a practical number of bags for purchasing without ending up short of material.
For a preliminary estimate of concrete composition and material consumption, the accuracy is usually sufficient. For structural concrete, project-specific concrete, and work under defined exposure classes, the mix should be refined using real materials and the requirements of EN 206.