Earthworks Cut & Fill Volume

Ref: JKR Earthworks Manual — Average End Area / Prismoidal

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V = L/2 × (A1 + A2)

Ref: JKR Earthworks Manual — Average End Area / Prismoidal

Calculation Method

Earthworks Type

Cross-Section Area at Station 1 (m²)

From cross-section drawing

Cross-Section Area at Station 2 (m²)

From cross-section drawing

Distance Between Sections (m)

Typical 20–50m

Cut Volume

—m³

Engineering aid only — final design must be endorsed by a registered PE under BEM.

Disclaimer: This output is an engineering calculation aid only and does not constitute a final or endorsed design. All designs submitted to Malaysian authorities must be endorsed by a registered Professional Engineer (PE) under the Board of Engineers Malaysia (BEM) in accordance with the Registration of Engineers Act 1967.