Dig-plan arithmetic

Paver Excavation Calculator

Add the layers below finished grade, calculate in-place excavation volume, then apply an editable soil-swell allowance for preliminary hauling conversations.

Layer stack

Size the excavation

ft
ft
in
in
in
in
Only when specified for grading or subgrade work.
%
Editable planning factor—not a universal soil property.

Excavation takeoff

192 sq ft footprint

Total layer depth7.4 in
Bank volume in place4.37 yd³
Loose volume after digging5.24 yd³
Planning assumption20% swell allowance

Uniform-volume estimate only. Confirm finish elevations, slope, edge extension, utilities, soil behavior, haul capacity and disposal rules before digging.

Read the result correctly

Excavation volume is not material order volume.

Excavation removes the full stack. Base and sand orders use separate compaction, waste and density assumptions.

01

Bank volume

The geometric volume occupied by soil before it is disturbed: footprint × total layer depth.

02

Loose volume

An editable expansion estimate for removed soil. Actual behavior depends on soil type, moisture and handling.

03

Material volume

Use the paver base calculator for gravel and sand quantities. Do not order base from the excavation result.

Workflow

Before the excavator arrives

Need a starting base depth?

Use the base depth guide, then verify the section for soil, drainage, freezing and traffic.

FAQ

Excavation questions

Add the planned compacted base, bedding course, paver thickness and any specified correction depth. Real grading and drainage may produce a nonuniform excavation.

Soil often occupies more volume after digging. Keeping both values visible prevents the in-place cut volume from being confused with a hauling estimate.

No. Excavation depth uses compacted layer thicknesses. Use the main material calculator to add a loose-order allowance to base gravel.