Excavation Cut & Fill Volume Calculator

Estimate cut and fill earthwork volumes for grading or foundation work

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Earthwork volume on a sloped pit is more than length times width times depth, because the walls splay outward toward the top. This calculator uses the average-area prismoidal method for battered excavations, then applies a swell factor and your backfill to give the bank cut, the fill-back, and the loose volume that actually leaves the site.

How it works

For a pit with a top opening that batters outward at a side slope s (horizontal run per unit of depth), the bottom is smaller than the top by twice the slope offset on each side. The volume is the average of top and bottom area times depth:

bottom length = top length − 2 × slope × depth
bottom width  = top width  − 2 × slope × depth
top area      = top length × top width
bottom area   = bottom length × bottom width
bank cut (cf) = (top area + bottom area) / 2 × depth
loose cut     = bank cut × swell factor
net haul-away = loose cut − fill-back (loose)

Cubic yards are cubic feet divided by 27; cubic metres are cubic feet times 0.0283168.

Example and tips

A 20 × 12 ft footing pit dug 6 ft deep with a 1:1 batter has a bottom of about 8 × 0 ft — meaning a 1:1 slope is too steep for that depth and the bottom would pinch out, so the tool flags non-physical geometry. A gentler 0.5:1 batter gives a 14 × 6 ft bottom, averaging to about 1,524 cubic feet, or 56 bank cubic yards. With a 1.30 swell that hauls as roughly 73 loose cubic yards. Always keep twice the slope offset less than the smaller top dimension, or the walls meet before reaching depth.

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