Multi-Area Concrete Calculator

Short answer: add each section's volume, then divide by 27. A 10 × 10 ft slab plus a 12 × 12 ft slab, both 4 in thick, need 3.01 cubic yards together.

Fresh concrete being poured into wooden formwork while a worker levels the slab
Concrete being placed and levelled in the forms.

Calculate all your sections

Enter up to four sections. Leave unused sections blank — a section with only some fields filled will ask you to complete it.

Enter measurements in the selected units. Results are shown in cubic yards and bags.

How the calculation works

Each section is length × width × thickness ÷ 12 (cubic feet). Sections are added together, divided by 27 for cubic yards, then the waste allowance is applied once to the total.

Worked example: 10 × 10 ft at 4 in (33.33 cu ft) plus 12 × 12 ft at 4 in (48 cu ft) = 81.33 cu ft = 3.01 cubic yards, or 3.31 with 10% waste.

Method note: all sections use the same rectangular formula. For a round section, use the column calculator for that part and add its cubic yards to this total by hand — or enter its diameter as a square section only as a rough check, never as the order quantity.

When to use it

ProjectSections
Driveway + walkwayTwo slabs, different thicknesses
Patio + shed baseTwo pads, same or different sizes
Several footingsIdentical footing, repeated — or use the footing calculator count
Pour in stagesOne section per stage

If every section is identical, the footing calculator's count field is quicker.

Frequently asked questions

How do I calculate concrete for multiple slabs?

Calculate each slab separately (length × width × thickness ÷ 27), add the cubic yards together, then add 5–10% waste once to the total.

Can I add different thicknesses together?

Yes — volume is volume. Enter each section with its own thickness and the calculator adds the cubic feet before converting to yards.

Should waste be added per section or to the total?

To the total is fine and is what this calculator does — adding it per section double-counts the rounding.

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