Concrete

Concrete Footing Calculator

Calculate concrete needed for footings by length, width, and depth.

Inputs

Live estimate

Material needed

6.17 cu yd

Schedule 1 truck load(calculated: 0.62)
Area
500 sq ft
Cubic feet
166.67
Cubic yards
6.17
Estimated tons
12.35 tons
Estimated truckloads
0.62
80 lb bags
278

You will likely need

  • 6.17 cu yd — material needed
  • Schedule 1 truck load
  • Approximate delivered weight: 12.35 tons
  • 278 bags

Diagram

Custom areaPlan view4.0"Depth

Live estimate

Mathematical quantity
6.2 cu yd
Placement contingency
+5% → 6.5 cu yd

Small over-excavation, form deflection, and pump / handling loss during placement.

Field conditions
Not applied
Adjusted requirement
6.5 cu yd

What you actually need in the field, before rounding to a supplier-friendly ordering unit.

Ordering rule
Round up to nearest 0.5 cu yd
Suggested order
6.5 cu yd

Estimator confidence

High

Small over-excavation, form deflection, and pump / handling loss during placement.

Improve confidence: Increase for pumped placements or complex forms.

Why this behavior applies: Concrete is a rigid, formed material. The only real adjustment is placement contingency — form deflection, small over-excavation, and pump / bucket loss.

  • Over-excavation of the trench — Wider or deeper trenches than nominal add real volume.
  • Soil sloughing — Loose soil falling into the trench displaces additional concrete.
  • Confirm minimum footing depth for your frost line — code varies by county.
  • Two-inch rebar cover from the earth is standard; place chairs before the pour.
  • For stepped footings, pour the low sections first and step up in even lifts.
  • Ordering the exact geometric yardage and running short at the last footing.
  • Skipping compacted subgrade under the footing.
  • Placing rebar directly on soil with no cover.

Smart tips

  • Ordering 5–10% extra is standard on irregular layouts. Running short costs more than the excess.

How it's calculated

Area is derived from your shape inputs and converted to sq ft.

Depth is converted to feet; cubic feet = area × depth.

Cubic yards = cubic feet ÷ 27, then × (1 + waste %) × (1 + compaction %).

Estimated tons = cubic yards (with waste) × 2.

Truckloads = cubic yards (with waste) ÷ truck capacity.

Total cost = cubic yards (with waste) × price per cubic yard + delivery.

Material assumptions

  • Concrete density: 2.0 tons per cubic yard.
  • Footing depth must extend below the local frost line.
  • Include a 10% waste factor for spillage and over-excavation.

Frequently asked questions

Deeper guidance from the Learn library — sizing, depth, waste, and ordering for this material.

These results are estimates only. Confirm quantities, compaction, waste, and delivery requirements with your supplier or project professional before ordering materials.

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