How this calculator works
A concrete mix ratio sets the proportions of cement, sand (fine aggregate) and coarse aggregate by volume - for example 1:2:3 means one part cement to two parts sand to three parts stone. To batch a mix, the calculator works backwards from the wet concrete you need:
dry volume = wet volume × 1.54
part volume = dry volume ÷ (cement + sand + aggregate parts)
cement = part volume × cement parts → weight → bags
sand = part volume × sand parts
aggregate = part volume × aggregate parts
water = cement weight × water-cement ratio
The 1.54 dry factor accounts for the air voids in loose materials that close up once the mix is wetted. Each material’s volume is turned into a weight using its bulk density (cement ~1440, sand ~1600, aggregate ~1450 kg/m³) so you can order by the bag or the tonne.
To get the wet volume, add one section per part of the pour - a rectangle for a slab or path, a circle for a round post hole, column or sonotube, a triangle for an angled infill - and the calculator pools them, adds your wastage allowance, then batches the whole lot in one mix.
Worked example
This example follows the unit system you pick in the calculator above.
1 cubic yard of concrete at a 1 : 2 : 3 mix, water-cement ratio 0.5, 94 lb cement bags:
- Dry volume: 1 × 1.54 ≈ 1.54 cu yd (about 41.6 cu ft) of loose materials.
- Total ratio parts: 1 + 2 + 3 = 6, so each part is about 6.9 cu ft.
- Cement: ≈ 6.9 cu ft → roughly 7 bags at 94 lb (1 cu ft) each.
- Sand: 2 parts ≈ 13.9 cu ft.
- Aggregate: 3 parts ≈ 20.8 cu ft.
- Water: cement weight (≈ 623 lb) × 0.5 ≈ 37 US gallons.
Concrete mix ratios by grade
Strength grades go by different names around the world - C-grades in the UK and Europe, M-grades in India, psi in the US - but they map onto the same handful of nominal volume ratios. Use this to pick the ratio for the grade you have been given:
| Grade (UK / EU) | Grade (India) | US strength | Nominal mix (C : S : A) | Typical use |
|---|
| C10 / GEN1 | M10 | ~1450 psi | 1 : 3 : 6 | Blinding, trench fill, mass fill |
| C15 | M15 | ~2200 psi | 1 : 2 : 4 | Paths, shed bases, kerbing |
| C20 / GEN3 | M20 | ~3000 psi | 1 : 1.5 : 3 (or 1 : 2 : 3) | Domestic floors, foundations, drives |
| C25 | M25 | ~3600 psi | 1 : 1 : 2 | Heavy-duty slabs, structural work |
| C30+ | M30+ | 4000 psi+ | design mix* | Driveways, structural, exposed concrete |
*C30 and above (4000 psi / 30 MPa+) are normally design mixes - the proportions are worked out and tested for the job, not taken from a fixed ratio - and often use admixtures. For structural work at these strengths, follow an engineered mix design and your local building requirements.
Grade names by country
The same concrete strength has a different name depending on where you are, so match yours before you pick a ratio:
- US and Canada: strength is quoted in psi - 3000 psi for general slabs and footings, 4000 psi for driveways and heavier work. Canada also specs in MPa (25 or 30 MPa). Coarse aggregate is usually called gravel.
- UK: C grades (C10, C15, C20, C25) and the domestic GEN / ST / RC mixes - GEN1 for trench fill, GEN3 for floors and foundations. Coarse aggregate is aggregate, and pre-blended sand-and-stone is all-in ballast.
- Australia and New Zealand: strength is quoted in MPa, and Australia uses N grades (N20, N25, N32). A 20-25 MPa mix covers most domestic slabs and paths.
Whatever the label, find the strength in the table above, read across to the nominal mix, and enter that ratio in the calculator.
Tips for a good mix
- Measure every part with the same container - a bucket, a gauge box or a shovel - and keep it consistent across the batch.
- Mix the cement and sand dry first, then add the aggregate, then the water a little at a time.
- Aim for a workable, plastic mix; if it slumps into a soupy pile you have added too much water and lost strength.
- Order sand and aggregate slightly generous - it settles and spills - but only mix what you can place before it starts to set.
- For anything load-bearing or structural, check the ratio and strength against your local building requirements.