Calculate volume and weight of material stockpiles in conical, windrow, or irregular shapes.
| Material | Loose Density (lb/cy) | Angle of Repose | Compaction Factor |
|---|---|---|---|
| Gravel, dry | 2,600 - 2,800 | 35° - 40° | 1.10 - 1.15 |
| Sand, dry | 2,500 - 2,700 | 32° - 36° | 1.05 - 1.10 |
| Crushed stone | 2,700 - 3,000 | 38° - 45° | 1.15 - 1.20 |
| Topsoil | 2,000 - 2,400 | 30° - 35° | 1.10 - 1.25 |
| Clay, dry | 2,700 - 3,000 | 25° - 35° | 1.25 - 1.35 |
| Limestone, crushed | 3,000 - 3,400 | 38° - 42° | 1.10 - 1.15 |