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Concrete Volume & Materials Estimator

Concrete Footing Calculator

Estimate the volume, weight, and cost of concrete needed for strip footings, pad footings, or trench fills. Numbers update as you type.

Add up the length of every run of footing.

Enter the depth of concrete fill, not the total trench depth (if different).

Recommended 5–10% extra to allow for over-dig and spillage.

Material cost only — labour and pump-truck not included.

Enter your dimensions to see how much concrete you need.
Approx. weight
Estimated cost
How is this calculated?

Volume of concrete depends on the footing type:

  • Strip footing: total length × width × depth
  • Pad footing: length × width × depth × number of pads
  • Trench fill: total trench length × width × depth of concrete

A waste allowance (default 10%) is added so you order enough to handle over-dig, spillage, and slight over-pour.

Weight = volume × concrete density. Standard mix is about 2,400 kg/m³ (≈ 4,050 lb/yd³).

Cost = volume (with waste) × your unit price, converted to whichever per-unit basis you select.

Tip: For ready-mix deliveries there is usually a minimum load size and a short-load surcharge for partial loads — always confirm with your local supplier before ordering.

Concrete Footing Calculator: Strip, Pad & Trench Fill Volume Guide [2026]

A concrete footing calculator gives you exact cubic yards, cubic feet, and bag count for strip footings, pad footings, and trench fills — before you call the ready-mix plant. Enter footing type, dimensions, and number of footings. The calculator returns total volume with waste allowance, weight in pounds (lb) and kilograms (kg), and material cost estimate.

Most footing estimates fail before the calculator opens — wrong footing width, insufficient depth for local frost line, or confusing trench depth with concrete depth. This guide covers how to size footings correctly before entering any numbers, so your calculation matches what inspectors and structural engineers expect.

Need accurate volume for a related project? Use our concrete column calculator for pier and post footings or our concrete cost calculator for full project budgeting.

3 Footing Types the Calculator Supports

The calculator handles 3 footing types. Each uses a different formula and serves a different structural purpose.

Footing Type

Volume Formula

Best Application

Strip footing (continuous)

Length × Width × Depth

Foundation walls, load-bearing walls, retaining walls

Pad footing (isolated)

Length × Width × Depth × Number of pads

Posts, columns, deck footings, point loads

Trench fill

Length × Width × Concrete depth in trench

Narrow trenches filled with mass concrete, no forming needed

Strip footings run continuously under walls and distribute wall loads across a long contact area. Pad footings support individual point loads like posts and columns. Trench fill is a mass concrete method that fills the full trench without forming — faster but uses 30–60% more concrete than a formed footing of the same depth.

How to Size a Footing Before You Calculate Volume

Entering wrong dimensions into the calculator gives an accurate answer for the wrong footing. Get sizing right first.

Footing Width Rule: 2x Wall Thickness

Standard footing width equals 2 times the supported wall thickness. This rule applies to residential foundation walls under IRC 2024:

Wall Thickness

Minimum Footing Width

Minimum Footing Depth

Concrete Volume per LF

6 in (15.2 cm)

12 in (30.5 cm)

6 in (15.2 cm)

0.25 ft³ / 0.007 m³

8 in (20.3 cm)

16 in (40.6 cm)

8 in (20.3 cm)

0.59 ft³ / 0.017 m³

10 in (25.4 cm)

20 in (50.8 cm)

10 in (25.4 cm)

1.16 ft³ / 0.033 m³

12 in (30.5 cm)

24 in (61 cm)

12 in (30.5 cm)

1.78 ft³ / 0.050 m³

These are minimum dimensions under standard residential code. Poor soil conditions, heavy loads, or engineered designs require larger footings. When in doubt, add 2–4 inches (5.1–10.2 cm) to both width and depth — the concrete cost is minimal compared to the cost of a failed foundation.

Frost Line Depth: The Most Critical Number

The bottom of any footing must sit below the local frost line depth. Footings above the frost line heave every winter as frozen soil expands upward by 0.5–2 inches (1.3–5.1 cm) per freeze cycle. Over 5 years, a heaving footing can shift a structure enough to crack walls, bind doors, and separate floor systems.

Region / State

Frost Line Depth

Notes

Florida, Gulf Coast TX

0–12 in (0–30.5 cm)

Frost line not a concern in most areas

Virginia, Tennessee, NC

12–20 in (30.5–50.8 cm)

Check local code — varies by county

Ohio, Indiana, Missouri

24–36 in (61–91.4 cm)

Standard Midwest depth

Pennsylvania, New York

36–42 in (91.4–106.7 cm)

Always confirm with local building dept

Minnesota, Wisconsin, MI

42–52 in (106.7–132.1 cm)

Deep frost zone — significantly more concrete

Montana, Wyoming, Maine

48–60 in (121.9–152.4 cm)

Deepest frost lines in contiguous US

Colorado (mountain)

36–48 in (91.4–121.9 cm)

Elevation adds 6–12 in vs valley areas

Always confirm frost line depth with your local building department before digging. Using the state average instead of local code depth is the most common footing depth mistake on residential projects.

How the Concrete Footing Calculator Works

Strip Footing Calculation

Strip footing volume = total length × width × depth. All dimensions in feet. Divide by 27 for cubic yards.

Example: A house foundation with 120 feet (36.6 m) of continuous strip footing, 16 inches (40.6 cm) wide, 10 inches (25.4 cm) deep:

  • Convert to feet: width = 1.33 ft, depth = 0.83 ft
  • Volume: 120 × 1.33 × 0.83 = 132.5 ft³ (3.75 m³)
  • Cubic yards: 132.5 ÷ 27 = 4.91 yd³ (3.75 m³)
  • With 10% waste: order 5.4 yd³ (4.13 m³)
  • 80 lb bags if bagged: 5.4 × 45 = 243 bags — use ready-mix at this volume

Pad Footing Calculation

Pad footing volume = length × width × depth × number of pads. Each pad is calculated individually, then multiplied by count.

Example: 8 deck footings, each 18 inches (45.7 cm) × 18 inches (45.7 cm) × 12 inches (30.5 cm) deep:

  • Volume per pad: 1.5 × 1.5 × 1.0 = 2.25 ft³ (0.064 m³)
  • Total volume: 2.25 × 8 = 18.0 ft³ (0.510 m³)
  • Cubic yards: 18.0 ÷ 27 = 0.67 yd³ (0.510 m³)
  • With 10% waste: 0.74 yd³ (0.566 m³) — 34 bags of 80 lb mix

Trench Fill Calculation

Trench fill volume = trench length × trench width × depth of concrete fill. The concrete depth is not always the full trench depth. Many trench fill designs fill only the bottom 18–24 inches (45.7–61 cm) with mass concrete, leaving the upper section as backfill.

Example: 60-foot (18.3 m) trench, 18 inches (45.7 cm) wide, 24 inches (61 cm) of concrete fill:

  • Volume: 60 × 1.5 × 2.0 = 180 ft³ (5.10 m³)
  • Cubic yards: 180 ÷ 27 = 6.67 yd³ (5.10 m³)

Use ready-mix — no practical way to mix 6+ yards by hand (300 bags of 80 lb mix)

Footing Concrete Volume Reference Chart

Use this table for quick estimates. Multiply cubic feet per linear foot by your total footing length for strip footings.

Footing Width

Footing Depth

ft³ per Linear Foot

yd³ per 100 LF

80 lb Bags per 100 LF

12 in (30.5 cm)

6 in (15.2 cm)

0.50 ft³

1.85 yd³

84 bags

16 in (40.6 cm)

8 in (20.3 cm)

0.89 ft³

3.30 yd³

149 bags

16 in (40.6 cm)

12 in (30.5 cm)

1.33 ft³

4.93 yd³

222 bags

20 in (50.8 cm)

10 in (25.4 cm)

1.39 ft³

5.15 yd³

232 bags

24 in (61 cm)

12 in (30.5 cm)

2.00 ft³

7.41 yd³

334 bags

24 in (61 cm)

18 in (45.7 cm)

3.00 ft³

11.11 yd³

500 bags

Any footing requiring over 100 bags needs ready-mix delivery. Mixing 100 bags by hand takes a 3-person crew a full day. A ready-mix truck delivers the same volume in 20–30 minutes at $125–$195 per yard — cheaper and stronger than hand-mixed bags for large pours.

Soil Bearing Capacity: Why It Determines Footing Width

Soil bearing capacity is the maximum load per square foot that soil can support without excessive settlement. Poor soil requires wider footings to spread the same load across more contact area. The IRC 2024 residential code assumes 1,500 psf (71.8 kPa) for prescriptive footing sizes — below that, engineering is required.

Soil Type

Bearing Capacity

Footing Width Adjustment

Notes

Solid bedrock

8,000–15,000+ psf (383–718 kPa)

Can use narrower than standard

Engineer must verify — never assume

Dense gravel / compacted fill

3,000–6,000 psf (144–287 kPa)

Standard width applies

Most residential sites

Dense sand

2,000–3,000 psf (96–144 kPa)

Standard width applies

Common in coastal areas

Stiff clay / loam

1,500–2,000 psf (72–96 kPa)

Code minimum — standard width

Watch for seasonal movement

Soft clay / organic soil

500–1,000 psf (24–48 kPa)

Widen footing 50–100%

Engineer assessment strongly recommended

Fill / disturbed soil

Unknown

Do not use prescriptive sizes

Geotechnical report required

If your soil is soft clay, organic material, or fill, get a soils report before pouring any footing. A $500–$1,500 soils test prevents a $20,000–$80,000 foundation repair later. Prescriptive footing sizes from the IRC code assume stable, undisturbed soil — they are not safe for poor soil conditions.

Monolithic Pour vs Separate Footing and Wall

Most homeowners pour footings and foundation walls as separate operations. A monolithic pour combines both into one continuous concrete placement.

Method

When to Use

Volume Calculation

Advantage

Separate footing + wall

Most residential foundations, any wall over 24 in (61 cm) tall

Calculate footing and wall volumes separately, add together

Easier forming, standard practice

Monolithic T-footing

Slabs on grade, frost-protected shallow foundations

Single L-shaped cross-section: footing + thickened slab edge combined

Fewer pours, no cold joint between footing and wall

Monolithic slab (thickened edge)

Garages, small additions, shed slabs

Slab volume + edge thickening volume combined

Fastest pour, fewest cold joints

A cold joint between footing and foundation wall is the most common concrete foundation weakness. Water infiltrates the cold joint, freezes, and expands — widening the crack over 10–20 winters. A monolithic pour eliminates this joint entirely where soil conditions allow.

Rebar Requirements for Footings

All load-bearing footings require horizontal rebar. The rebar handles tensile stress that concrete cannot absorb on its own. Without rebar, footings can crack through the center under normal settlement loads.

Horizontal Rebar Sizing by Footing Width

Footing Width

Rebar Size

Number of Bars

Spacing

12 in (30.5 cm)

#4 (1/2 in / 12.7 mm)

2 bars

4 in (10.2 cm) from each edge

16 in (40.6 cm)

#4 (1/2 in / 12.7 mm)

2 bars

4–5 in (10.2–12.7 cm) from each edge

20 in (50.8 cm)

#4 or #5

2–3 bars

4 in from edges, 1 bar centered

24 in (61 cm)

#5 (5/8 in / 15.9 mm)

3 bars

4 in from edges, 1 bar centered

Over 30 in (76.2 cm)

Engineer specification

Engineer specification

Geotechnical/structural design required

Rebar must sit on concrete chairs (dobies) 3 inches (7.6 cm) above the trench bottom. Rebar resting directly on soil corrodes from the bottom up — destroying footing integrity within 15–25 years. Plastic or concrete chairs cost $0.10–0.30 each and are the cheapest insurance in any footing project.

Vertical Rebar Dowels: Connecting Footing to Wall

Vertical rebar dowels connect the footing to the foundation wall or column above. Set dowels while the footing concrete is still wet — within 15 minutes of placement. Use a string line and level to align dowels with the planned wall centerline.

  • Standard residential dowel: #4 rebar, 24 inches (61 cm) long
  • Embedment in footing: 12 inches (30.5 cm) minimum
  • Projection above footing: 12 inches (30.5 cm) minimum into wall
  • Spacing: 24–48 inches (61–121.9 cm) on center, or per structural engineer

Waste Factor for Footings: How to Set It Correctly

Set waste factor at 5% for formed footings in stable soil and 10–15% for unformed trenches or irregular excavations. Formed footings have precise dimensions — the form prevents over-pour. Unformed trenches (including trench fill) lose concrete to soil absorption, trench wall sloughing, and irregular bottom profiles.

Pour Type

Recommended Waste Factor

Reason

Formed strip footing

5%

Form controls volume precisely

Formed pad footing

5%

Small volume, easy to control

Unformed trench fill

10–15%

Soil absorbs and sloughs into concrete

Irregular excavation

12–15%

Bottom is uneven, sides crumble

Rocky or gravelly soil

8–12%

Voids in subgrade consume extra concrete

Any footing over 4 yd³

5% min

Large pours: always round up to nearest 0.5 yd³

Running short on a footing pour creates a cold joint. A cold joint between 2 separate pours is a structural weakness — not just cosmetic. Order slightly more than your calculation shows. Extra concrete costs $150–$300. A foundation repair costs $8,000–40,000.

Footing vs Foundation Wall vs Slab: What to Calculate Separately

Many residential projects combine multiple concrete elements. Calculate each separately, then sum for total order volume.

Element

Calculator to Use

Typical PSI

Notes

Strip footing

Footing calculator (this page)

3,000–3,500 PSI

Use as base for foundation wall

Foundation wall

Concrete wall calculator

3,000–3,500 PSI

Calculate separately from footing

Basement floor slab

Concrete floor calculator

3,500–4,000 PSI

Thicker than typical patio slab

Column / pier footing

Concrete column calculator

3,500–4,000 PSI

Pad footing under column

Full project cost

Concrete cost calculator

N/A

Add all elements for total budget

Calculate your foundation wall volume separately using our concrete wall calculator. Then add footing + wall + slab volumes for your full project ready-mix order. Ordering everything in one truck eliminates short-load fees and saves $200–$600 on most residential foundation projects.

Permits and Inspections: What Inspectors Check

Concrete footing inspections happen before pouring — not after. Inspectors verify width, depth, rebar placement, and frost line compliance with the concrete forms and rebar exposed. Once the concrete is poured, the inspection cannot happen.

What a footing inspector checks on-site:

  • Footing width and depth match the approved plans
  • Footing bottom sits on undisturbed soil — no loose fill or disturbed material
  • Rebar size, spacing, and cover (clearance from forms and soil) match specs
  • Vertical dowels are placed and aligned
  • Footing bottom is below local frost line depth
  • No water pooling in the trench — water in the trench weakens the concrete mix

Schedule the footing inspection before you call for concrete delivery. Most inspections require 24–48 hours notice. The concrete truck cannot wait for an inspector — it costs $2–5 per minute after the standard 7-minute grace period.

5 Footing Calculation Mistakes That Cause Problems

  1. Using home square footage instead of footing length: Footings are linear elements. Measure the total run length of each footing section, not the building footprint area.
  2. Ignoring frost line depth: A footing 6 inches above the frost line fails within 3–5 winters. Always confirm local frost depth with the building department before setting footing depth.
  3. Confusing trench depth with concrete depth for trench fill: Many trenches are dug 48 inches (121.9 cm) deep but only filled 24 inches (61 cm) with concrete. Enter the concrete depth — not the total trench depth.
  4. Not adding overbreak waste for unformed trenches: Soil falls into unformed trenches during digging. Use 10–15% waste for all trench fill and unformed footing pours.
  5. Ordering bags instead of ready-mix for large footings: A typical house foundation needs 4–10 cubic yards. At 45 bags per yard, that is 180–450 bags — physically impossible for a DIY crew in one day. Use ready-mix for any footing over 1 cubic yard (0.76 m³).

Frequently Asked Questions

How do I calculate concrete for a footing?

Multiply length × width × depth (all in feet), then divide by 27 for cubic yards. For a 40-foot strip footing, 16 inches (40.6 cm) wide, 8 inches (20.3 cm) deep: 40 × 1.33 × 0.67 ÷ 27 = 1.32 yd³ (1.01 m³). Add 10% waste: order 1.45 yd³.

For an 8-inch (20.3 cm) concrete foundation wall, the minimum footing is 16 inches (40.6 cm) wide and 8 inches (20.3 cm) deep under IRC 2024 for standard residential soil conditions. Larger loads, poor soil, or multi-story buildings require wider and deeper footings per engineering specifications.

The footing bottom must sit at or below the frost line depth — not 6 inches below it. The frost line is the minimum depth. Going 6 inches deeper than the frost line is common practice for safety margin, but the footing must reach at least to the frost line depth for your specific location.

Yes — all load-bearing footings require horizontal rebar. Footings without rebar crack through the center under normal soil movement and structural loads. The IRC 2024 code requires a minimum of 2 bars of #4 rebar in residential footings up to 16 inches (40.6 cm) wide.

A footing is the horizontal concrete base that distributes structural loads to the soil. A foundation is the complete below-grade system that includes the footing plus the foundation wall, piers, or slab that sits on top of the footing. The footing is always the lowest element.

Yes, but only with cold weather concrete practices. Concrete must not freeze within the first 48 hours of pouring. Temperatures below 40°F (4.4°C) require insulating blankets, heated enclosures, or hot water in the mix. Never pour a footing directly on frozen ground — the frozen soil thaws and settles after the pour, creating uneven support.

A typical residential strip footing costs $15–25 per linear foot installed in 2026, including concrete, rebar, forming, labor, and backfill. A 120-foot (36.6 m) house footing runs $1,800–$3,000 total. Material alone costs $4–8 per linear foot. Use our concrete cost calculator for a full material budget based on your specific footing dimensions.

Use 3,000 PSI (20.7 MPa) for standard residential footings and 3,500–4,000 PSI (24.1–27.6 MPa) for footings supporting heavy loads or in freeze-thaw climates. In northern states where footings freeze and thaw repeatedly, 3,500 PSI with air-entrainment significantly extends footing lifespan.

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