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Concrete Mix Ratios Reference Table

Common mixes are 1:2:4 for general work, 1:3:6 for foundations, and 1:1.5:3 for columns; a 40 kg bag yields ~0.018 m³ and ~55–60 bags fill 1 m³.

A citable quick-reference for the most common concrete mix ratios, bag yields per cubic meter, and typical compressive strengths. Use it alongside our calculators when planning a pour.

ConcreteMix ratioCompressive strengthBag yield

Standard Mix Ratios by Application

These cement:sand:aggregate (C:S:A) ratios are widely used for the listed applications. Always confirm required strength with local codes and a structural engineer.

Typical mix ratios (cement : sand : aggregate)
ApplicationMix ratio (C:S:A)Typical use
General slabs & beams1 : 2 : 4Floors, paths, non-structural beams
Foundations & footings1 : 3 : 6Mass concrete, strip footings
Columns & high strength1 : 1.5 : 3Load-bearing columns, precast
Mortar (not concrete)1 : 4 to 1 : 6Block/brick laying (cement:sand)
Plaster1 : 4 to 1 : 5Wall finishing (cement:sand)

Bag Yield per Cubic Meter

Yield assumes a standard density mix. Add 5–10% extra for wastage, spillage, and uneven subgrades.

Approximate bags needed per 1 m³ of concrete
Bag sizeBags per m³Notes
20 kg110–120More handling, smaller jobs
25 kg~55–60Common retail size
40 kg55–60~0.018 m³ yield per bag

Compressive Strength Guide

Approximate 28-day cube strengths for guidance only; actual strength depends on materials, compaction, and curing.

Indicative compressive strength by mix
Mix ratioApprox. strength (MPa)Common grade
1 : 3 : 6~10–15Lean / non-structural
1 : 2 : 4~20–25M20 (general)
1 : 1.5 : 3~30+M30 (structural)

FAQ

What is the most common concrete mix ratio?
1:2:4 (cement:sand:aggregate) is the most common for general construction.
How many 40kg bags fill 1 m³?
About 55–60 bags, depending on mix ratio and wastage.
Which mix is strongest?
1:1.5:3 (richer in cement) gives the highest typical compressive strength of the common mixes.
Can I use this table for structural design?
No. It is a planning reference only; final mixes must meet project specs and local codes.

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