Concrete Mix Ratio Calculator

A 1:2:3 mix at a 0.55 water-cement ratio makes 4.3 cu ft per 94 lb bag of cement, so a 10 × 10 ft slab 4 in thick takes 9 bags, 17 cu ft of sand and 25 cu ft of gravel.

Units
How much concrete
Length
ft
in
Width
ft
in
in

IRC R506.1: slabs on the ground are at least 3½ in (9 cm) thick.

Mix ratio by volume

Cement is always 1 part.

parts
parts
Ratio

Parts are loose volume: one 94 lb bag of cement is 1 cu ft, so 2 parts of sand is 2 cu ft.

Water is set by

Specified strength. The mix is designed above it by the margin ACI 318 requires when there is no test record.

ACI 318 sets a maximum water-cement ratio for wet and freezing service.

%

NRMCA suggests 4% to 10% over the plan volume. Site mixing loses more to spills, so 10% is the default.

Bags of portland cement, 94 lb, for a 1:2:3 mix

9bags

36.7 cu ft of concrete with 10% extra. Each bag makes 4.32 cu ft at a 0.55 water-cement ratio.
Sand
17cu ft
Gravel
25.4cu ft
Water
53gal
Sand by weight
0.85tons
Gravel by weight
1.27tons
Cement per cubic yard
6.2bags
Dry, looseMixedsandgravelsandgravel6 cu ft of dry partsmake 4.32 cu ft of concrete

Strength and water

Water-cement ratio
0.55
Water per bag
6.2 gal
Lab strength at this ratio
4,200 psi

3,000 psi specified needs a 4,200 psi design average (PCA EB001 Table 9-11). Strengths come from PCA Table 9-3 for moist-cured cylinders with ¾ to 1 in stone. Job-site concrete, mixed and cured by hand, usually lands lower.

Bagged mix instead: 62 bags of 80 lb concrete mix make the same 36.7 cu ft.

The math
  1. Concrete to make

    10 ft × 10 ft × 4 in, plus 10% = 36.7 cu ft

  2. Water-cement ratio

    3,000 psi + 1,200 psi margin = 4,200 psi, from the PCA table = 0.55

  3. Cubic feet from one bag

    cement 0.48 + sand 1.22 + gravel 1.8 + water 0.83 cu ft (mass ÷ relative density ÷ 62.3) = 4.32 cu ft

  4. Bags of cement

    36.7 cu ft ÷ 4.32 cu ft per bag, rounded up = 9 bags

  5. Sand and gravel

    8.48 bags × 2 and × 3 cu ft = 17 cu ft sand, 25.4 cu ft gravel

  6. Water

    8.48 bags × 0.55 × 94 lb ÷ 8.34 lb per gal = 53 gal

Sand and gravel are assumed to weigh 100 lb per loose cu ft (PCA's example gravel, oven-dry); damp sand weighs and bulks more.

Material list

36.7 cu ft of concrete, 1:2:3 by volume, 0.55 water-cement ratio

QuantityItem
9bags

Portland cement, 94 lb (42.6 kg)

17cu ft

Concrete sand

about 0.85 tons

25.4cu ft

Gravel, ¾ in

about 1.27 tons

53gal

Clean water

0.55 water-cement ratio, on dry sand and gravel

A 1:2:3 concrete mix is 1 part portland cement, 2 parts sand and 3 parts gravel by volume, and one 94 lb bag of cement (1 cubic foot) makes about 4.3 cubic feet of it at a 0.55 water-cement ratio. A 10 × 10 ft slab 4 inches thick, with 10% extra, is 36.7 cubic feet: 9 bags of cement, 17 cubic feet of sand, 25 cubic feet of gravel and 53 gallons of water. The calculator scales any ratio you type to the slab or volume you enter, and sets the water from the strength you want.

How the mix ratio is calculated

Ratios count loose volume, so the parts do not add up to the concrete you get: the sand fills the gaps between the stones and the cement paste fills the rest. A batch's yield comes from absolute volumes, the method in the Portland Cement Association's Design and Control of Concrete Mixtures: each material's weight divided by its relative density and the weight of water.

Yield per bag = 94 ÷ (3.15 × 62.3) + sand lb ÷ (2.64 × 62.3) + gravel lb ÷ (2.68 × 62.3) + water lb ÷ 62.3

For 1:2:3 the sand is 2 cu ft and the gravel 3 cu ft, each taken at 100 lb per loose cubic foot (the PCA example's gravel; sand is assumed the same). Water at 0.552 of the cement's weight is 51.9 lb. That gives 0.48 + 1.22 + 1.80 + 0.83 = 4.32 cubic feet from a bag. Bags of cement = concrete needed ÷ yield, rounded up. Quikrete's portland cement data sheet lists this same 1:2:3 as its typical concrete mix and says five to six bags make a cubic yard; the rich 1:2:3 works out at 6.2, and leaner mixes fall inside that range.

Worked example: a 10 × 10 ft slab at 3,000 psi

A 10 × 10 × 4 in slab is 33.33 cubic feet; 10% extra makes 36.67. At 3,000 psi the calculator uses the PCA's ratio of 0.552 (below), so a bag makes 4.32 cubic feet and the slab needs 8.48 bags, so 9. The sand is 8.48 × 2 = 17.0 cubic feet and the gravel 25.4 cubic feet, about 0.85 and 1.27 tons. The water is 8.48 × 6.22 = 52.7 gallons. The same slab in bagged mix is 62 bags of 80 lb (concrete bag calculator).

Mix ratios compared at the same water

At a 0.55 water-cement ratio, per cubic yard of concrete, no waste:

Ratio (cement:sand:gravel)Concrete per bagBags per cu ydSandGravel
1:1.5:34.02 cu ft6.710.1 cu ft20.2 cu ft
1:2:34.32 cu ft6.212.5 cu ft18.7 cu ft
1:2:44.92 cu ft5.511.0 cu ft21.9 cu ft
1:3:66.73 cu ft4.012.0 cu ft24.1 cu ft

A richer ratio uses more cement per yard. A lean one such as 1:3:6 uses the least, so check its strength before you trust it with anything structural. The PCA lists volumetric "1:2:3" proportioning as an arbitrary method that gives about the same mix as engineered ones after field adjustment, but it prefers proportions from test data.

Strength decides the water, not the ratio

Water is what sets the strength. PCA Table 9-3 (from ACI 211.1) relates the water-cementitious ratio by weight to 28-day strength in psi:

Design average strengthNon air-entrainedAir-entrained
3,000 psi0.680.59
4,000 psi0.570.48
5,000 psi0.480.40
6,000 psi0.410.32

A mix has to be designed above the strength you specify. With no test record, ACI 318 (PCA Table 9-11) adds 1,000 psi below 3,000 psi and 1,200 psi from 3,000 to 5,000 psi. So a 3,000 psi concrete is designed to 4,200 psi, which interpolates to 0.552; 3,500 psi gives 0.507; 4,000 psi gives 0.466 and needs 5.25 gallons of water a bag. Mix ratio 1:1.5:3 at 4,000 psi on the same slab takes 10 bags, 14.1 cubic feet of sand, 28.3 cubic feet of gravel and 49.5 gallons. These are moist-cured laboratory cylinders; concrete mixed and cured by hand usually lands lower.

Exposure sets a ceiling on the water

ACI 318 (PCA Table 9-1) caps the water-cement ratio at 0.50 with a 4,000 psi minimum for concrete needing low permeability in wet service, and at 0.45 with 4,500 psi for concrete that freezes while wet or meets deicers. Pick the exposure and the calculator holds the water at the cap and shows the check. Freeze-thaw exposure also calls for air entrainment, which the toggle uses.

Wet sand and other practical notes

The water figure is for dry sand and gravel. Damp sand carries water and bulks up, so cut the mix water and check the batch with a bucket. PCA's own example sand held 6% moisture. Quikrete's advice for any mix is the minimum water that gives the consistency you need, because extra water weakens concrete.

After the mix

Compare the bill with ready-mix for the same pour in the concrete yard calculator, see prices in the concrete cost calculator, or size the pour first with the concrete slab calculator. Convert sand and gravel deliveries to weight with the cubic yards to tons calculator, and reinforce a slab with the rebar calculator. All the concrete tools are in the concrete and masonry calculators.