Earthwork Cross-section Volume
| Earthwork Cross-Section Volume Formula | ||
| \( V \;=\; \dfrac{ l \cdot ( A_1 + A_2 ) }{ 2 }\) (Earthwork Cross-section Volume) \( l \;=\; \dfrac{ 2 \cdot V }{ A_1 + A_2 }\) \( A_1 \;=\; \dfrac{ 2 \cdot V }{ l } - A_2 \) \( A_2 \;=\; \dfrac{ 2 \cdot V }{ l } - A_1 \) | ||
| Symbol | English | Metric | 
| \( V \) = Earthwork Volume | \(ft^3\) | \(m^3\) | 
| \( l \) = Length Between 2 Area Cross-sections | \(ft\) | \(m\) | 
| \( A_1 \) = Area Cross-section | \(ft^2\) | \(m^2\) | 
| \( A_2 \) = Area Cross-section | \(ft^2\) | \(m^2\) | 
Earthwork cross-section volume, abbreviated as V, is the volume between two cross-section areas.

