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Backfill Calculator

Calculate backfill material volumes for foundations, trenches, and excavations.

Extra width excavated for forming/work
Same as top for vertical walls
Enter 0 if no pipe
Bedding material above pipe

Results

Material Weight & Swell Factors

Material Bank Density (lb/cy) Loose Density (lb/cy) Swell Factor Shrink Factor
Clay (dry) 2,700 2,000 1.35 0.90
Clay (wet) 3,000 2,200 1.35 0.90
Sand (dry) 2,600 2,300 1.12 0.95
Sand (wet) 2,900 2,500 1.15 0.95
Gravel (dry) 2,800 2,500 1.12 0.95
Crushed stone 2,700 2,100 1.30 1.00
Topsoil 2,200 1,800 1.20 0.90
Mixed earth 2,500 2,000 1.25 0.90

Understanding Swell & Shrinkage

  • Bank cubic yards (BCY): Volume in original, undisturbed state
  • Loose cubic yards (LCY): Volume after excavation (swelled)
  • Compacted cubic yards (CCY): Volume after compaction (shrunk)
  • Swell factor: LCY = BCY × Swell Factor
  • Shrink factor: CCY = BCY × Shrink Factor
  • Always order loose material based on compacted volume needed