Results

Area
0ft²
Cubic Feet
0ft³
Cubic Yards
0yd³
Tonnage
0tons
Total Cost
$0
Cost Per Sq Ft
$0/ft²

Volume Calculation and Ordering Checklist

  • ☐ Measure all dimensions in feet (convert inches and yards)
  • ☐ Calculate volume: length × width × depth = cubic feet
  • ☐ Convert to cubic yards: divide by 27
  • ☐ Convert to tons using material density (asphalt: ×0.073 tons/cf)
  • ☐ Add 10-15% waste and compaction factor
  • ☐ Verify calculation with supplier before ordering
  • ☐ Confirm delivery truck size and access requirements
  • ☐ Arrange equipment for spreading and compacting
  • ☐ Order materials 1-2 weeks in advance for scheduling
  • ☐ Have a plan for any excess material

Volume Calculation Tips for Paving Projects

  • Always use feet: Convert all measurements to feet before calculating (inches ÷ 12, yards × 3).
  • Calculate in sections: For areas with different depths, calculate each section separately and add.
  • Account for compaction: Order 10-15% more than calculated — materials compact during installation.
  • Verify with supplier: Ask your supplier to verify your calculation before ordering — they do this daily.
  • Keep records: Document your calculations in case you need to order additional material mid-project.

Volume to Weight Conversions by Material

  • Hot mix asphalt: 1 cubic yard = ~3,915 lbs (1.96 tons) | 1 ton = ~0.51 cubic yards
  • Concrete: 1 cubic yard = ~4,050 lbs (2.03 tons) | 1 ton = ~0.49 cubic yards
  • Crushed limestone: 1 cubic yard = ~2,700 lbs (1.35 tons) | 1 ton = ~0.74 cubic yards
  • Crusher run: 1 cubic yard = ~2,500 lbs (1.25 tons) | 1 ton = ~0.80 cubic yards
  • Sand (dry): 1 cubic yard = ~2,700 lbs (1.35 tons) | 1 ton = ~0.74 cubic yards
  • Topsoil: 1 cubic yard = ~2,000 lbs (1.0 ton) | 1 ton = ~1.0 cubic yards
  • Mulch: 1 cubic yard = ~800 lbs (0.4 tons) | 1 ton = ~2.5 cubic yards

Volume Unit Conversion Reference

From To Cubic Feet To Cubic Yards To Gallons
1 cubic foot 1 0.037 7.48
1 cubic yard 27 1 201.97
1 cubic meter 35.31 1.308 264.17
1 gallon 0.134 0.00495 1