Question 1

How do I calculate trench volume?

Accepted Answer

For a rectangular trench, multiply length × width × depth. For a trapezoidal trench (wider at the top), calculate the cross-section area as (top width + bottom width) / 2 × depth, then multiply by length. This calculator handles both formulas automatically and adds soil swell factors for accurate hauling estimates.

Question 2

What is the difference between rectangular and trapezoidal trenches?

Accepted Answer

A rectangular trench has vertical walls with uniform width top to bottom. A trapezoidal trench has sloped sides, making it wider at the top than the bottom. Trapezoidal trenches are more stable and often required by OSHA for deeper excavations (5+ feet) unless shoring or shielding is used.

Question 3

What is the soil swell factor and why does it matter?

Accepted Answer

When soil is excavated, it breaks apart and takes up more space than it did in the ground. This expansion is called swell. Clay can swell 30-35%, sand 15-20%, and blasted rock up to 60%. Swell matters because you need to haul away the loose volume (which is larger than the in-ground volume), and disposal costs are based on loose volume.

Question 4

When does OSHA require trench protection?

Accepted Answer

OSHA requires protective systems (sloping, benching, shoring, or shielding) for all trenches 5 feet (1.5 meters) or deeper, per 29 CFR 1926 Subpart P. Even shallower trenches may need protection if conditions indicate hazardous soil. A competent person must inspect the trench daily before work begins.

Question 5

How do I estimate trench hauling costs?

Accepted Answer

Start with the loose volume from this calculator (not bank volume). Divide by your truck capacity to get the number of trips. Multiply trips by your per-trip hauling rate (typically $50–$150 per trip for local disposal). Add disposal fees, which vary by material type and local landfill rates. For heavy soils like clay, check weight limits — your truck may reach its weight limit before it’s full by volume.

Question 6

What is the difference between bank, loose, and compacted volume?

Accepted Answer

Bank volume is the soil as it sits in the ground (undisturbed). Loose volume is the soil after excavation — it’s larger because the soil expands when disturbed. Compacted volume is the soil after it’s been mechanically compacted — it’s smaller than bank volume. For hauling, use loose volume. For backfill specifications, use compacted volume.

Trench Volume Calculator

Results

How it works and assumptions

Trench Shapes

Volume States

Weight Estimation

Frequently Asked Questions

Sources and revision