Concrete Mix Design Calculator
Design a concrete mix by specifying target strength, water-cement ratio, and cement content. Get weights for cement, water, fine and coarse aggregates per cubic yard.
About this calculator
Concrete mix design is fundamentally a weight-and-volume balancing act, and this calculator works through the ACI 211.1-style proportioning logic starting from three inputs you control directly: target strength, water-cement ratio, and cement content. Water weight falls straight out of the w/c ratio you specify (water = cement × w/c) — this ratio is the single biggest lever on both strength and durability, which is why ACI 318 caps it by exposure class (as low as 0.40 for severe exposure). The calculator assumes a typical total concrete unit weight of 3,950 lb/yd³ and subtracts the cement and water weights from that total to find how much aggregate is needed, then splits that aggregate into fine (sand) and coarse portions using a ratio that depends on your aggregate shape: 42% fine for rounded gravel versus 38% fine for crushed stone, since angular crushed stone interlocks better and needs less sand to fill voids.
Yield — the actual volume the mix produces — is checked using the specific gravities of each component (3.15 for cement, 2.65 for aggregate, 1.0 for water) plus an assumed 5% entrained air, and should come out close to 27 ft³ (one cubic yard) if the proportions are sound. Finally, estimated compressive strength is back-calculated from your water-cement ratio using Abrams' law, fc = A/B^(w/c) with A≈14,000 and B≈4 — a simplified empirical relationship, not a substitute for trial batches. Confirm every proportion shown here with an actual trial batch before pouring: real mix designs also account for aggregate moisture, admixtures, and slump requirements that this simplified model doesn't model.
Inputs
ACI 318: residential 3,000–4,000 psi; structural 4,000–6,000 psi; parking/bridges 4,500+ psi
ACI 318 Table 19.3.3.1: severe exposure max 0.40 w/cm; moderate 0.45; general 0.50 max
Results
Cement
564 lb/yd³
Estimated Strength
7,502 psi
How to Use This Calculator
- Enter target compressive strength (f'c in psi) and water-cement ratio (w/c).
- Set cement content (lb/yd³) and select coarse aggregate type.
- Review Cement, Water, and aggregate proportions per cubic yard.
- Use ACI 211.1 proportions as a starting point and adjust based on trial batches.
How the result changes with Cement Content
| Cement Content | Cement | Estimated Strength |
|---|---|---|
| 400 | 400 lb/yd³ | 7,502 psi |
| 423 | 423 lb/yd³ | 7,502 psi |
| 846 | 846 lb/yd³ | 7,502 psi |
| 900 | 900 lb/yd³ | 7,502 psi |
What each input means
- Target Strength (f'c)
- Required 28-day compressive strength. ACI 318 Table 19.2.1.1 specifies minimum f'c by exposure class. ACI 211 provides mix design procedures. Design strength = required strength + factor of safety.
- Water-Cement Ratio (w/c)
- Ratio of water to cement by weight per ACI 211.1. Lower w/c gives higher strength and durability. ACI 318 Table 19.3.3.1 limits maximum w/cm for exposure classes: severe exposure 0.40, moderate 0.45–0.50.
- Cement Content
- Weight of cement per cubic yard of concrete. Standard is 564 lb (6 bags). More cement increases strength.
- Coarse Aggregate Type
- Aggregate shape affects the fine-to-coarse ratio. Crushed stone needs less fine aggregate due to better interlock.
How this is calculated
Worked example, using the default values
- Identify Input Parameters4 parametersTarget Strength (f'c) = 4000, Water-Cement Ratio (w/c) = 0.45, Cement Content = 564, Coarse Aggregate Type = 1 = 4 input(s) provided
- Calculate CementCement564 = 564
- Calculate Estimated StrengthEstimated Strength7502 = 7502
- Calculate WaterWater254 = 254
- Calculate Fine AggregateFine Aggregate1315 = 1315
Engine last updated . Checked against 1 independently-derived test — how we verify calculators. Built by Paul Gunder, a software engineer, not a licensed financial, medical, or legal professional.
Frequently Asked Questions
Why does crushed stone need less fine aggregate (sand) than rounded gravel for the same mix?
This calculator splits total aggregate weight into fine and coarse portions using a ratio that depends on aggregate shape: 42% fine for rounded gravel versus 38% fine for crushed stone. Angular crushed stone particles interlock with each other more effectively than smooth rounded gravel, which naturally fills more of the voids between coarse particles and reduces how much sand is needed to fill the remaining gaps.
How is estimated strength calculated from the water-cement ratio, and how reliable is it?
The calculator uses Abrams' law, fc = A/B^(w/c), with A≈14,000 and B≈4, so estimated strength rises sharply as the water-cement ratio drops — this captures the well-established relationship that less water per unit of cement produces a denser, stronger paste. It's a simplified empirical fit, though, not a substitute for actual trial-batch testing, since real strength also depends on cement type, curing conditions, and admixtures that this formula doesn't take into account.
Why should the calculated yield come out close to 27 cubic feet?
27 cubic feet equals one cubic yard, and this calculator's inputs (cement content, water-cement ratio) are all specified per cubic yard of concrete. The yield check sums the volumes of cement, water, fine aggregate, coarse aggregate, and assumed 5% entrained air using each material's specific gravity — if that sum lands far from 27 ft³, it's a signal that the assumed total concrete weight of 3,950 lb/yd³ doesn't match your actual mix proportions well.
What does this calculator leave out that a real mix design would need to address?
It works from three simplified inputs — target strength, water-cement ratio, and cement content — using fixed assumptions like 3,950 lb/yd³ total concrete weight and 5% entrained air, and it doesn't account for aggregate moisture content, chemical admixtures, or slump/workability requirements. A production mix design also needs lab trial batches to confirm strength and yield, since Abrams' law here is an approximation, not a measured result.
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