Concrete Mix Calculator
Cement, sand, aggregate, and water needed to mix concrete from scratch. Pick a standard ratio (1:2:4 general purpose, 1:1.5:3 structural) or enter custom proportions for engineered mixes.
Results
Estimates only. Actual yields vary by material grading, moisture, compaction, and mixing method. For engineered structures, follow your structural engineer's mix design and run slump tests to verify workability. TakeoffCalc isn't responsible for material over- or under-orders.
How to use this calculator
- 01Enter the wet (finished) concrete volume in cubic yards (or cubic meters in metric mode). If you need to get that project volume first, use the Concrete Calculator for slabs, footings, columns, or stairs. This calculator converts the finished volume to dry materials using the standard 1.54 dry-to-wet factor.
- 02Pick a Mix Ratio. 1:2:4 is the general-purpose default (≈3000 PSI). 1:1.5:3 is structural-grade (≈4000 PSI). 1:3:6 and 1:4:8 are for non-structural work and fill. Pick Custom to enter engineer-specified parts directly.
- 03Set the Water-Cement Ratio. 0.50 is the balanced default. Lower (0.40-0.45) gives stronger but stiffer concrete. Higher (0.55-0.60) is more workable but weaker. Stay within 0.40-0.60 unless your engineer specifies otherwise.
- 04Read the results. Cement is in 94-lb (43-kg) bags (the Portland cement industry standard, distinct from 80-lb bagged-mix bags). Sand and aggregate are in cubic feet (or cubic meters) of dry material with weights for delivery planning. Water is in gallons (or liters) for hand-measured mixing.
- 05Add 5-10% to your order to cover spillage, partial-bag rounding, and material moisture variation. Sand and gravel are typically sold by the cubic yard or ton (cubic meter or tonne in metric markets). Divide cubic feet by 27 for yards.
Understanding the math
Three formulas drive every result. First, dry materials must exceed wet volume because water fills voids during mixing. The standard correction is 1.54:
dryFt³ = wetFt³ × 1.54 (where wetFt³ = yd³ × 27) metric: dryM³ = wetM³ × 1.54
Divide the dry volume by total parts and multiply by each component’s parts to split it into cement, sand, and aggregate volumes. Water comes from the cement weight times the water-cement ratio (a 94-lb / 43-kg bag at 0.50 w/c needs 47 lbs / 21 kg of water, about 5.6 gallons / 21 L).
Worked example: 1 cubic yard (0.76 m³, 27 ft³) of 1:2:4 mix at 0.50 water-cement ratio. Dry volume = 27 × 1.54 = 41.58 ft³ (1.18 m³). Total parts = 1 + 2 + 4 = 7. Cement = 41.58 × 1/7 = 5.94 ft³ (0.17 m³) = 6 bags (rounded up). Sand = 41.58 × 2/7 = 11.88 ft³ (0.34 m³). Aggregate = 41.58 × 4/7 = 23.76 ft³ (0.67 m³). Cement weight = 5.94 × 94 = 558 lbs (253 kg). Water = 558 × 0.50 = 279 lbs (127 kg) = 33.5 gallons (127 L). Total dry weight = 4,122 lbs (1,870 kg).
Concrete mix ratio reference
Materials needed for 1 cubic yard (27 ft³) of finished concrete at each standard mix ratio. Computed at 1 cubic yard with standard w/c ratios: 0.45 for M20, 0.50 for M15-grade, 0.55 for M10, 0.60 for M5.
| Ratio | Strength | Application | Cement (94-lb) | Sand | Aggregate | Water |
|---|---|---|---|---|---|---|
| 1:1.5:3 | 4000 PSI · M20 | Structural columns, beams | 8 bags | 11.3 ft³ | 22.7 ft³ | 38.3 gal |
| 1:2:3 | 3500 PSI · M15+ | Reinforced slabs | 7 bags | 13.9 ft³ | 20.8 ft³ | 39.0 gal |
| 1:2:4 | 3000 PSI · M15 | General purpose, sidewalks | 6 bags | 11.9 ft³ | 23.8 ft³ | 33.5 gal |
| 1:3:6 | 2500 PSI · M10 | Non-structural footings | 5 bags | 12.5 ft³ | 24.9 ft³ | 25.8 gal |
| 1:4:8 | 1500 PSI · M5 | Fill concrete | 4 bags | 12.8 ft³ | 25.6 ft³ | 21.6 gal |
Frequently asked questions
How do I calculate concrete mix ratios?
Mix ratios express the proportion of cement, sand, and aggregate by volume. The most common ratio is 1:2:4: one part cement, two parts sand, four parts aggregate (gravel). To calculate quantities for a project, multiply your wet concrete volume by 1.54 (the dry-to-wet conversion factor, since dry materials need to be 54% more than the finished concrete volume because water fills voids during mixing). Then divide that dry volume by the total parts (1+2+4=7) to find the volume per part. The calculator above handles this and works in cubic yards or cubic meters via the unit selector.
What is the difference between 1:2:4 and 1:1.5:3 concrete mix?
1:2:4 yields approximately 3000 PSI (≈20 MPa) strength, general-purpose for sidewalks, light foundations, and most residential slabs. 1:1.5:3 yields approximately 4000 PSI (≈28 MPa), used for structural columns, reinforced beams, and heavy load-bearing applications. The richer cement content in 1:1.5:3 produces stronger but more expensive concrete. Most residential projects use 1:2:4. Engineers specify 1:1.5:3 when structural strength matters: high-rise foundations, retaining walls, or seismic zones.
How much water do I need per bag of cement?
Standard water-cement ratio is 0.45-0.50 by weight. For a 94-lb (≈42 kg) bag of Portland cement at a 0.50 ratio, you need 47 lbs (21 kg) of water, about 5.6 gallons (21 L). For a 50-kg metric cement bag at the same ratio, you need 25 kg of water, about 25 L. Lower ratios (0.40-0.45) make stronger concrete but are harder to work with. Higher ratios (0.55-0.60) are workable for hand mixing but produce weaker concrete. The calculator above defaults to 0.50, which balances strength and workability for most projects.
How does PSI relate to mix ratio (M15, M20, M25 explained)?
PSI (pounds per square inch) is the compressive strength of cured concrete. International standards use M-grade nomenclature where M followed by a number indicates strength in megapascals (MPa). Approximate equivalents: M5 = ~700 PSI (1:4:8, fill), M10 = ~1500 PSI (1:3:6, non-structural), M15 = ~2200 PSI (1:2:4 lean, light structural), M20 = ~3000 PSI (1:1.5:3, residential structural), M25 = ~3600 PSI (richer mix, heavy structural). The calculator above uses standard ratios. For engineered applications, your local building code or structural engineer will specify the required grade.
Should I buy bagged concrete or mix from scratch?
For most DIY projects, pre-mixed bagged concrete is faster and more reliable. Quikrete and Sakrete blend cement, sand, and aggregate in pre-measured ratios. You just add water. Mixing from scratch is cheaper for large projects (especially with a tow-behind mixer or onsite delivery of bulk materials), and gives you control over the ratio. For projects under 1 cubic yard (0.76 m³), bagged is almost always the better choice. Above 5 cubic yards (3.8 m³), ready-mix delivery beats both options on cost and time.
How does the dry-to-wet volume factor work?
When you mix dry cement, sand, and aggregate with water, the final wet volume is LESS than the sum of the dry volumes. Water fills the voids between particles. The standard factor is 1.54, meaning you need 1.54 cubic feet of dry materials to produce 1 cubic foot of finished concrete (or 1.54 m³ of dry per 1 m³ of wet). The factor is unitless, so it works the same in metric. It accounts for void filling, water absorption, and slight compaction during placement. Include this factor when calculating dry materials, or you'll come up short.
What does M20 concrete mean?
M20 is an Indian Standard (IS 456) grade designation indicating concrete with a minimum compressive strength of 20 MPa (about 2,900 PSI) at 28 days. The M stands for mix, and the number is the characteristic compressive strength in megapascals. M20 is one of the most common grades for residential and small commercial structural work. The corresponding nominal mix ratio is approximately 1:1.5:3 (cement:sand:aggregate). Other common grades: M10 (1:3:6, non-structural), M15 (1:2:4, light structural), M25 (1:1:2, heavier structural).
How do I check if my concrete mix is workable?
Workability is checked using a slump test. Fill a standard slump cone (12 inches / 30 cm tall, 8 inch / 20 cm base, 4 inch / 10 cm top) with fresh concrete in three layers, tamp each layer 25 times, then carefully lift the cone straight up. Measure how much the concrete slumps downward. Typical slump values: 1-2 inches (25-50 mm) for stiff foundation concrete, 2-4 inches (50-100 mm) for general slabs and walls, 4-6 inches (100-150 mm) for pumped or pourable concrete. Excessive slump means too much water (weak concrete). Too little slump means the mix is hard to work. Slump tests aren't required for small DIY projects but are standard for commercial pours.
Can I use this calculator with metric measurements?
Yes. Switch the unit selector to Metric and the inputs, cement bag count, sand, aggregate, water, reference values, and examples update to metric units where applicable.
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