ASTM Coarse Aggregate Bulk Density & Compaction Model
Gravel Tonnage Derivation for 50' Γ 12' (4" Depth)
- Footprint Area = 50 ft Γ 12 ft = 600 sq ft.
- Neat Volume = (600 Γ (4 / 12)) / 27 = 7.41 cubic yards.
- Adding 15% roller compaction allowance: 7.41 Γ 1.15 = 8.52 cu yd.
- Multiplying by density (1.45 tons/ydΒ³): 8.52 Γ 1.45 = 12.4 tons.
- Dividing by 15-ton truck payload: ceil(12.4 / 15) = 1 loads.