Concrete Curb & Gutter Calculator — ft, yd³

Dimensions in feet, inches · Volume in cubic yards or bags · Continuous rebar per ACI
ACI 318-19
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How to use this calculator

Choose a curb profile type — barrier (vertical face), mountable/rollover (sloped), or straight curb with gutter pan. Enter total run length, curb and gutter dimensions, and waste allowance. The SVG shows the cross-section profile.

Cost — ready-mix per yd³, 80-lb bags, or 60-lb bags.
Reinforcement — continuous longitudinal bars (#4 or #5) running the full curb length per ACI, plus optional dowels at expansion joints.
Labor — rate per linear foot, per yd³, or flat price.

6″ curb height 6″ curb width 18–24″ gutter pan 4–6″ gutter thickness Barrier curb
Profile & Dimensions
ft in
Typical: 6″ residential · 8″ commercial
in
in
12″ min · 18″ standard · 24″ wide
in
4″ minimum · 6″ heavy-duty
in
5% simple · 10% typical · 15% complex
%
Cross Section
Optional sections:
$Concrete Price
$
Reinforcement
$
Labor Cost
$
Typical: $15–30/lf machine · $25–45/lf hand-formed
Results
Concrete
Volume (+waste)
yd³
Volume (net)
yd³
Cross-Section Area
in²
Run Length
ft
Weight
lbs

Saved Calculations

TimeProfileLengthVol yd³CostRebarLaborTotal
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How to Calculate Concrete for Curb and Gutter

This calculator estimates concrete volume for three common curb and gutter profiles: barrier (vertical face), mountable/rollover (sloped face for vehicle crossing), and straight curb with gutter pan. Enter run length, curb height (typically 6″), curb width (6″), gutter pan width (12–24″), and gutter thickness (4–6″). The cross-section area is calculated from the profile geometry, then multiplied by the run length.

Formulas

Barrier curb: Area = Curb Height × Curb Width + Gutter Width × Gutter Thickness.
Mountable: Area = ½ × Curb Height × Curb Width + Gutter Width × Gutter Thickness (triangular curb face).
Straight: Area = (Curb Height + Gutter Thickness) × Curb Width + Gutter Width × Gutter Thickness.
Volume = Area × Length × (1 + Waste%).

Reinforcement

Continuous longitudinal bars (#4 or #5) run the full length of the curb for crack control. Lap splices at 40 bar diameters per ACI 318. Expansion joints every 20–30 ft with dowels.

Misha Noyr, M.Eng.

Misha Noyr, M.Eng.

Civil Engineer · 15+ yrs · structural design, geotechnics. Full bio →