Calculated result
Ready-mix order
CONC-FOOT-001Footing length × width × depth × quantity ÷ 27 × (1 + waste)
Net footing volume
Net volume
10 yd³ truck-load equivalent
Concrete calculator
Continuous footing volume, ready-mix quantity, and whole-bag equivalent.
By Feroz Sheikh · Formula CONC-FOOT-001 v1.1.0 · Tested formula
CONC-FOOT-001v1.1.0Enter your measurements. Switching units converts the same project, including coverage and unit rates. Package yields keep the unit printed beside each field.

Calculated result
Ready-mix order
CONC-FOOT-001Footing length × width × depth × quantity ÷ 27 × (1 + waste)
Net footing volume
Net volume
10 yd³ truck-load equivalent
Planning estimate, not engineering advice. Confirm site measurements and product specifications. Calculation limits.
Counts round up. A cubic yard is 45 of 80 lb, 60 of 60 lb, 72 of 50 lb, 90 of 40 lb.
| Bag | Count |
|---|---|
| 60 lb | 66 |
| 80 lb | 49 |
This calculator returns ready-mix volume for a continuous strip footing from centerline length, width and depth. Formula CONC-FOOT-001 v1.1.0. Waste and quarter-yard rounding stay visible. Carry the line into an estimate and a quote letter. It does not size a footing or set soil bearing.
Size chart
Centerline length. Width and depth come from the approved design — this table does not size a footing or set soil bearing.
| Centerline | Ready-mix order | 40 lb | 60 lb | 80 lb |
|---|---|---|---|---|
| 20 ft | 1.25 yd³ | — | 66 | 49 |
| 40 ft | 2.25 yd³ | — | 131 | 98 |
| 60 ft | 3.5 yd³ | — | 196 | 147 |
| 80 ft | 4.5 yd³ | — | 261 | 196 |
| 100 ft | 5.5 yd³ | — | 326 | 245 |
Metric example — 12 m strip. A 12 m centerline at 600 mm × 100 mm with 10% waste orders 0.8 m³. Width and depth still come from the approved design.
Bags vs bulk. A continuous strip is usually a truck. Bags belong on isolated pads and post holes, not a 40 ft footing.
Enter supplier prices and any labour, equipment or delivery costs. Pick a currency — badges, inputs, and totals follow.
Enter your supplier’s ready-mix concrete rate in the selected unit. Add delivery, pumping, short-load fees and placing labour as separate project costs. For GCC projects, select QAR, AED, SAR, KWD, OMR or BHD and enter local supplier rates.
How this calculator works
Use finished continuous-footing dimensions to establish concrete volume, then apply a visible waste allowance before supplier purchase rounding.
The footing takeoff follows the centerline of a continuous strip, then shows waste and purchase rounding instead of a single buried volume. Formula ID stays on the sheet so a later estimator can change width without guessing what was assumed.
This separate example uses the calculator's starting values in imperial units. It stays unchanged when you edit the tool above. Example rates, yields and dimensions are assumptions, not recommendations for your project.
| Input | Example value |
|---|---|
| Footing length | 20 ft |
| Footing width | 2 ft |
| Footing depth | 8 in |
| Number of footings | 1 count |
| Waste factor | 10 % |
Example result: Ready-mix order — 1.25 yd³.
Footing length × width × depth × quantity ÷ 27 × (1 + waste)
Use the labelled units above when reproducing this example. To work in metric, switch the calculator to Metric; applicable measurements are converted, while product-specific units remain labelled.
Metric footings are millimetres of width and depth, metres of run. GCC plants will still round the order — typically 0.1 m³.
Need the broader workflow? Read the concrete planning guide.
How-to: How to plan a slab rebar grid
Questions
No. Footing dimensions, reinforcement, soil bearing and local requirements must be set by the responsible professional.
Excavation variation, placement loss and supplier ordering increments can make a net-volume-only order too small.
A 40 ft centerline at 2 ft × 8 in with 10% waste orders 2.25 yd³. Width and depth come from the approved design — this tool does not size a footing.
Usually a truck. Bags belong on isolated pads and post holes, not a 40 ft strip.
This concrete footing calculator publishes formula CONC-FOOT-001, version 1.1.0. The ID stays on the result and on the estimate line.