Concrete

Concrete Sidewalk Calculator

Calculate the concrete needed for a sidewalk or walkway. Standard is 4 inches thick.

Inputs

Live estimate

Material needed

6.17 cu yd

Schedule 1 truck load(calculated: 0.62)
Area
500 sq ft
Cubic feet
166.67
Cubic yards
6.17
Estimated tons
12.35 tons
Estimated truckloads
0.62
80 lb bags
278

You will likely need

  • 6.17 cu yd — material needed
  • Schedule 1 truck load
  • Approximate delivered weight: 12.35 tons
  • 278 bags

Diagram

Custom areaPlan view4.0"Depth

Live estimate

Mathematical quantity
6.2 cu yd
Placement contingency
+5% → 6.5 cu yd

Small over-excavation, form deflection, and pump / handling loss during placement.

Field conditions
Not applied
Adjusted requirement
6.5 cu yd

What you actually need in the field, before rounding to a supplier-friendly ordering unit.

Ordering rule
Round up to nearest 0.5 cu yd
Suggested order
6.5 cu yd

Estimator confidence

High

Small over-excavation, form deflection, and pump / handling loss during placement.

Improve confidence: Increase for pumped placements or complex forms.

Why this behavior applies: Concrete is a rigid, formed material. The only real adjustment is placement contingency — form deflection, small over-excavation, and pump / bucket loss.

  • Sub-base flatness — Uneven subgrade adds real yardage to a nominally 4-in walk.
  • 4-inch minimum depth for residential; 6 inches for vehicular crossings.
  • Cut control joints at 1/4 depth every 4–5 feet.
  • Use fiber mesh or #3 rebar at 18 inches on center in high-load walks.
  • Ordering to the exact geometric yardage and being short on the last panel.
  • Skipping control joints and getting a random crack pattern.
  • Pouring on frozen or saturated sub-grade.

Smart tips

  • Ordering 5–10% extra is standard on irregular layouts. Running short costs more than the excess.

How it's calculated

Area is derived from your shape inputs and converted to sq ft.

Depth is converted to feet; cubic feet = area × depth.

Cubic yards = cubic feet ÷ 27, then × (1 + waste %) × (1 + compaction %).

Estimated tons = cubic yards (with waste) × 2.

Truckloads = cubic yards (with waste) ÷ truck capacity.

Total cost = cubic yards (with waste) × price per cubic yard + delivery.

Material assumptions

  • Standard sidewalk thickness: 4 inches; 6 inches at driveway crossings.
  • Add wire mesh or fiber-reinforced concrete for durability.
  • Isolation joints every 4–6 ft; expansion joints against buildings.

Frequently asked questions

Confirm ADA slope requirements and jurisdictional specs for public walkways.

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