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engineering

Excavation Calculator

Estimate excavation (bank) volume and the loose hauled volume after soil bulking.

Excavation volume (bank)
100 m³
In-ground (bank) volume = Length × Width × Depth. Excavated soil swells ~20–30%, so the loose (hauled) volume will be larger.
Loose (hauled) volume (m³)
125 m³
Bank volume (m³)
100 m³

Estimates for planning only — verify quantities with a qualified civil engineer before procurement or disposal.

How it works

  1. 1Enter the pit dimensions — length, width, and depth — in metres or feet.
  2. 2Set the bulking / swell percentage (typically 20–30% for common soils).
  3. 3Read off the bank (in-ground) volume and the larger loose (hauled) volume for truck scheduling.

Use cases

  • Estimating truck loads required to haul excavated spoil from a foundation.
  • Planning earthwork quantities for trenches, pools, or basement digs.
  • Comparing spoil volumes when switching between soil types with different swell factors.

Frequently asked questions

What is bank volume vs loose volume?

Bank volume is the in-ground volume before digging (Length × Width × Depth). Once excavated, soil bulks as voids open up, so loose volume = bank × (1 + swell ÷ 100). 100 m³ of bank at 25% swell becomes 125 m³ loose.

What swell percentage should I use?

Typical values: sandy soil 10–15%, clay 20–30%, gravel 10–20%, rock 30–50%. If unsure, 25% is a reasonable default for common soils.

Does it account for compaction shrinkage of fill?

No — this tool covers the bank-to-loose conversion only. When excavated soil is re-compacted as fill it shrinks below its bank volume (about 5–15%). Use a fill/compaction calculator for that step.

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