Calculate earthwork volumes using grid method or average end area
Simple Cut/Fill Calculation
Grid Method
Enter existing and proposed elevations for each grid point
Existing Elevations
Proposed Elevations
Average End Area Method
Calculate volume between two cross-sections
Station 1
Station 2
Earthwork Summary
0
Cut (Bank)
cubic yards
0 m³
0
Cut (Loose)
cubic yards
0 m³
0
Fill (Bank)
cubic yards
0 m³
0
Fill (Compacted)
cubic yards
0 m³
Material Balance
0
Net Volume
cubic yards
0 m³
0
Truck Loads
10 CY trucks
Balanced
Volume conversions:
Bank cubic yards: In-place, undisturbed soil
Loose cubic yards: After excavation (add swell factor)
Compacted cubic yards: After compaction (subtract shrinkage)
Net positive = Export material | Net negative = Import material