Temporary Access Road Planner

Inputs

Results update as you type.

Road
m
m
mm
Passing & turning
m
m²
m²
Materials
kg/m³
m
t
Access road plan586 t · 30 loads200 m4 m wide · 300 mm stonemyconstructioncalculator.comNot to scale
Diagram updates as you type.

Results

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Crushed stone
586t
Compacted volume279 m³
Loose volume to deliver349 m³
Geotextile1,243 m²
Road area incl. bays and turning930 m²
Passing bays1
Tipper loads30

Thickness depends on ground strength (CBR) and traffic: check with the temporary works designer, and plan drainage ditches alongside.

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Working
  1. Area = 200 × 4.0 + 1 bays × 30 + 100 m² = 930 m²
  2. Compacted = area × 300 mm = 279 m³; tonnes = × 2,100 kg/m³ = 586 t
  3. Geotextile = road length × (width + 2 × 0.50 m) + bays + turning, + 10% laps

Results are estimates for planning and material ordering only. They are not a substitute for structural design or approval by a qualified engineer. Read the full disclaimer.

Temporary Access Road Planner byMy Construction Calculator: free construction calculators with the working shown.