Estimating an excavation
Whether you are digging a basement, a pool, a footing or leveling a pad for a shed, two numbers matter: the volume in place, which sets the digging time, and the loose volume, which sets how many truckloads you have to haul away. Soil expands once it is dug because air gets between the particles; this is the swell factor. The calculator gives both volumes, the approximate weight and the number of truckloads.
The formulas
- Bank volume (in place) = length × width × depth
- Loose volume = bank volume × (1 + swell factor)
- Truckloads = loose volume ÷ truck capacity, rounded up
- 1 cubic yard = 27 cubic feet
Typical swell factors:
| Material | Swell |
|---|---|
| Sand and gravel | 10–15% |
| Common earth, topsoil | 20–30% |
| Clay | 30–40% |
| Broken rock | 50–65% |
Once placed and compacted as fill, most soils end up slightly smaller than their bank volume, which is why fill estimates use a shrinkage factor instead.
Worked example
A contractor digs a 40 × 30 ft area 2 ft deep for a slab in common earth, with 10 cubic yard dump trucks.
- Bank volume: 40 × 30 × 2 = 2,400 cubic feet, or 88.9 cubic yards.
- Loose volume at 25% swell: 111.1 cubic yards.
- Truckloads: 111.1 ÷ 10 = 11.1, so 12 loads.
- Weight: about 127 tons, which is why weight rather than volume often limits each load.
Volume by depth
For the same 40 × 30 ft area in common earth:
| Depth | In place | Loose |
|---|---|---|
| 6 in | 22.2 yd³ | 27.8 yd³ |
| 1 ft | 44.4 yd³ | 55.6 yd³ |
| 2 ft | 88.9 yd³ | 111.1 yd³ |
| 3 ft | 133.3 yd³ | 166.7 yd³ |
| 4 ft | 177.8 yd³ | 222.2 yd³ |
Before you dig
- Call 811 at least a few business days ahead to have buried utilities marked; it is free and required in every state.
- Trenches 5 ft or deeper need a protective system under OSHA rules: sloping, shoring or a trench box.
- Over-dig for formwork: footings and basement walls usually need 1 to 2 ft of working space on each side, which the calculator does not add.
- Keep the topsoil separately if you will reuse it for landscaping.
- Disposal: clean fill is often accepted cheaply or even free; mixed debris costs much more.