Cut and Fill Calculator
Calculate cut and fill balance with swell and shrink factors for earthwork grading projects.
Part of the Excavation & Earthworks calculators — see all tools in this category.
Current result
Area to be excavated
Average depth of material to remove
Area to receive fill material
Average depth of fill required
Swell: 35% | Shrink: 15%
Results
Surplus material to haul away
In-situ volume to excavate
After 35% swell
Volume of fill space
After 15% shrink
Swell factor (35%) applied to cut volume for hauling estimate. Shrink factor (15%) applied to fill volume for compacted placement. Balance = Loose Cut − Compacted Fill.
How it works and assumptions
This cut and fill calculator helps you determine the material balance for earthwork grading projects. It calculates whether you will have surplus material to export or a deficit requiring imported fill.
Area-Based Approach
Enter the cut area and average cut depth, and separately the fill area and average fill depth. The calculator computes volumes for each independently before comparing them.
Swell on Cut (Bank to Loose)
Swell factor is applied to the cut volume only. When soil is excavated, it expands:
- Loose Cut Volume = Bank Cut Volume × (1 + Swell%/100)
Shrink on Fill (Bank to Compacted)
Shrink factor is applied to the fill volume only. When soil is placed and compacted, it contracts:
- Compacted Fill Volume = Bank Fill Volume × (1 − Shrink%/100)
Balance Formula
Balance = Loose Cut Volume − Compacted Fill Volume. A positive balance means surplus material (export needed), which usually starts with checking the original bank quantities in the excavation calculator before confirming the loose-volume math in the excavation formulas guide. A negative balance means a deficit (import needed). Values within 1% of each other are considered balanced.
If the result shows surplus soil that must be exported, review the excavation cost factors guide to account for hauling distance, disposal, and reuse assumptions before you budget the work.
Frequently Asked Questions
Sources and revision
Page revision: 2026-10-12