ACI 211.1 Water-Cement Ratio Calculator
Compute the water content needed to hit a target water-cement (w/c) ratio for a concrete mix design.
Materials & Quantities
The pour, the mix behind it, the steel inside it and the forms around it.

Volume for slabs, footings, piers and columns; bag counts and yield; mix design from water-cement ratio through admixture dosage to trial batch adjustment; reinforcement by weight, lap and development length, hooks, chairs and mesh; post-tensioning losses; and formwork pressure for walls, columns and self-compacting mixes.
Whether you are buying concrete or designing it. A volume calculator answers a delivery ticket and takes geometry; a mix calculator answers a specification and takes exposure class, strength and aggregate size. Reinforcement splits again by whether you are counting steel to order it or checking a length a code table governs — a lap splice is not an estimating question, and the page cites the clause rather than a rule of thumb.
The ground the pour bears on, which is excavation and foundations; the kerbs and slabs that form a road, which are paving; and the finish laid on top, which is flooring.
64 calculators
Compute the water content needed to hit a target water-cement (w/c) ratio for a concrete mix design.
Compute an aggregate's fineness modulus from a standard sieve analysis, per ASTM C136.
Correct a concrete mix's batch weights and water for the moisture measured in your sand and stone, so the water-cement ratio stays as designed.
Compute the total air-entraining admixture volume needed for a concrete batch from its dosage rate.
The load a site proof test on concrete anchors is held at, and how many anchors in a lot to pull, from your specification's multiplier and sample rate.
Estimate the concrete volume needed for round piers, columns, or bollards.
Calculate the maximum lateral pressure on column formwork from ordinary (non-SCC) concrete, using the ACI 347R rate-of-placement formula.
Estimate how many bags of pre-mixed concrete you need for fence post footings or small pours.
Convert a count of 80 lb concrete bags into cubic yards to compare bagged mix against a ready-mix delivery.
Estimate how much concrete a slab needs — in cubic yards or cubic metres, and as a count of premix bags.
Find the recommended maximum spacing between control joints in a concrete slab to control cracking.
Estimate how many insulated curing blankets you need to protect fresh concrete in cold weather.
Estimate a concrete mix's modulus of elasticity from its unit weight and compressive strength.
Estimate concrete surface moisture evaporation rate to check plastic shrinkage cracking risk before a pour.
Estimate the edge-form board footage and surface area needed to contain a concrete slab pour.
Compute a concrete pour's maturity index from its average curing temperature and elapsed time, per ASTM C1074.
Fine aggregate for a concrete mix by ACI 211.1 absolute volume, from the cement, water, coarse aggregate and air chosen, with a check the design fits.
Break a cement:sand:gravel mix ratio (like 1:2:3) into the actual volumes and cement bags needed for hand-mixed concrete.
Predict ready-mix temperature at the plant from each ingredient's mass and temperature, then find the ice or chilled water that brings it to target.
Convert a metric concrete strength grade into PSI for US mix specifications and testing.
Convert concrete compressive strength from PSI to megapascals for metric specifications.
Estimate the equivalent pumping distance and pressure loss for a concrete pump line with both horizontal run and vertical lift.
Bags of concrete resurfacer or patching mortar for a worn slab, at the bag's coverage for your area and depth, beside the depths its maker allows.
Classify a self-consolidating concrete (SCC) mix's flowability and viscosity from a slump flow test reading.
The concrete in a flight of steps, solid on the ground or a cast flight on a sloping waist slab, from the riser, going, width and step count, plus waste.
Compute fresh concrete's unit weight from a standard measure-volume test, per ASTM C138.
Space poker (immersion) vibrator insertions so their radii overlap by your margin, with the insertions each square metre or square foot of lift takes.
Check whether a concrete batch actually produced its designed volume, per ASTM C138's relative yield check.
Estimate the concrete volume needed for a continuous strip footing or grade beam.
Convert a required concrete volume into the number of 80 lb bags, for small pours below a delivery minimum.
Estimate the liquid membrane-forming curing compound a concrete slab surface needs, in gallons or litres.
Estimate the concrete volume for a drilled shaft foundation pier, with an optional under-ream (bell) at the base.
Derate an epoxy primer's data sheet coverage for the concrete surface profile it goes onto, because that rate was measured on a smooth slab.
Estimate the sealant or filler volume needed for a concrete expansion joint.
Check whether a footing's applied pressure stays within the soil's allowable bearing capacity.
The axial load in a wall-form brace (kicker) from the lateral pressure on its tributary strip, and the horizontal and vertical reactions at its anchor.
Compute the maximum square-grid spacing for form ties, given the fresh concrete's lateral pressure and the tie's rated capacity.
Estimate the mass of synthetic (polypropylene) micro-fiber needed for a fiber-reinforced concrete pour.
Calculate how many ICF blocks are needed for a foundation or above-grade ICF wall.
Check a mass concrete pour's core-to-surface temperature differential against the standard cracking-risk threshold.
Get the minimum slab thickness ACI 318 allows without an explicit deflection calculation, based on span and support condition.
Check a frost-zone pier: adfreeze bond dragging the shaft up, against the dead load, self-weight and bell holding it down.
Work out the concrete for a set of post holes, allowing for the volume the post itself displaces.
Turn a required effective embedment into the depth to drill, and check the anchor you have reaches it once the fixture and the nut are allowed for.
Estimate the prestress force lost to anchor seating (wedge draw-in) in a short post-tensioned tendon.
The concrete in a raft or ground-bearing slab and the thickenings the plan does not show: edge bands, internal downstands and pads, plus waste.
Estimate the nominal moment capacity of a singly-reinforced rectangular concrete beam.
Estimate the maximum nominal axial load capacity of a tied (non-spiral) reinforced concrete column.
Estimate the total length of rebar — linear feet or metres — and the number of sticks needed for a rectangular grid inside a concrete slab.
Count the chairs, bolsters and side-form spacers a reinforcing mat needs so its cover survives a crew walking on it.
Estimate the tension development length needed for a rebar bar, using ACI 318's simplified case for adequately spaced/covered bars.
Turn a development length into an ACI 318 lap: Class A or B from the steel ratio and bars spliced, the top-bar and coating factors, and the stagger.
How much embedment a standard 90 or 180 degree hook actually develops, and how much bar the bend and its tail take off the cut list.
Estimate the total weight of rebar needed, for costing or delivery planning, from total length and bar size.
Already have bags of concrete mix on hand? Find the maximum slab area you can pour at a given thickness before running out.
Compute the full hydrostatic lateral pressure formwork must resist when pouring self-consolidating concrete (SCC).
Compute the total combined mass of a reinforced concrete slab — concrete plus its rebar grid — in one result.
Size a square isolated column footing from the column load and the site's allowable soil bearing pressure.
Estimate the concrete volume needed to pour one or more square or rectangular structural columns.
Bags of surface bonding cement or parge coat for a block or masonry wall, from the area, faces coated and coat thickness, at the bag's printed coverage.
Correct a mix design's ingredient quantities after a trial batch's measured yield differs from the design volume (ASTM C138).
Calculate the maximum lateral pressure on wall formwork from ordinary (non-SCC) concrete, using the ACI 347R rate-of-placement formula.
The compressive strength a water-cement ratio is likely to give, and the ratio a target strength needs, from Abrams' empirical law.
How many sheets of welded wire mesh (steel fabric) a slab takes at your sheet size and the lap on your drawing, and how many of them need cutting.