Bank volume
The geometric volume occupied by soil before it is disturbed: footprint × total layer depth.
Dig-plan arithmetic
Add the layers below finished grade, calculate in-place excavation volume, then apply an editable soil-swell allowance for preliminary hauling conversations.
Excavation takeoff
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 removes the full stack. Base and sand orders use separate compaction, waste and density assumptions.
The geometric volume occupied by soil before it is disturbed: footprint × total layer depth.
An editable expansion estimate for removed soil. Actual behavior depends on soil type, moisture and handling.
Use the paver base calculator for gravel and sand quantities. Do not order base from the excavation result.
Workflow
Use the base depth guide, then verify the section for soil, drainage, freezing and traffic.
FAQ
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.