PourGaugeHow much concrete you actually need, and what to mix into it.

Concrete for a 36″ × 10″ footing, 10 ft long

Concrete for the footing
1.02cubic yards
36″ × 10″ × 10 ft — 27.5 ft³ including 10% waste
Section through the footingwall36″ wide10″3 × #4 continuousRuns 10 ftProjection each side: 14.0″Thickness below the rule
Ready-mix1.02yd³
80 lb bags0.6 ft³ per bag46bags
60 lb bags0.45 ft³ per bag62bags
Volume (exact)before waste25ft³
Volume (order this)+10%27.5ft³
Rebar (3 × #4 continuous)no laps — one stick covers it30linear ft
20 ft rebar sticks2sticks
Form boardsboth sides, if the trench will not stand17ft²
Thickness check10″ is under 6″ or under a third of the 36″ widthThin

Notes

  • 10″ on a 36″ footing is thin. The rule is a minimum of 6″, and thickness at least equal to the projection beyond the wall on each side — otherwise the footing acts as a slab in bending and cracks rather than spreading load.
  • Rebar is what makes it a footing rather than a strip of concrete. 3 continuous #4 bars are the IRC minimum for a reinforced footing, laps included here at 20″ — 30 linear ft in total, or 2 sticks of 20 ft.
  • At 1.02 yd³, order ready-mix. A continuous footing has to be poured wet-on-wet along its length; stopping to mix another 46 bags puts a cold joint exactly where you least want one.
  • Bottom of the footing goes below the frost line and onto undisturbed soil. Pouring onto backfill or into a trench with loose spoil in the bottom means the footing settles no matter how much steel is in it.

Volume

36″ × 10″ × 10 ft is 27.5 ft³ once 10% is added for an uneven trench bottom — 1.02 cubic yards, or 46 bags of 80 lb mix if you are going that route.

Rebar, laps included

3 continuous #4 bars are the IRC minimum for a reinforced footing, and footings 20″ and wider normally take three. Over 10 ft that is 30 linear ft with no laps at 20″ each — 2 sticks of 20 ft rebar.

The laps are the part people forget when they order steel, and running short mid-pour is not a recoverable mistake.

Thickness

The rule is at least 6″, and at least as thick as the footing projects past the wall on each side. Below that the footing bends before it spreads load, and the reinforcement is being asked to do a job the geometry will not let it do.

Forms

17 ft² of board if the trench will not stand on its own. Firm undisturbed soil holds a clean trench and you can pour straight against it; sand, fill or anything that has been rained on will not.

Where it sits matters more than what is in it

Below the frost line, on undisturbed soil. Pouring onto backfill or into a trench with loose spoil in the bottom means the footing settles no matter how much steel went in.

Nearby sizes

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