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