Concrete Curb & Gutter Calculator — ft, yd³

Dimensions in feet and inches · volume in cubic yards or bags · drawing-based rebar takeoff
Project / municipal / DOT detail

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 — quantity takeoff for the bars specified by the municipal/DOT detail or project drawings.
Joints — enter the spacing required by the governing detail; the calculator does not assign one automatically.
Labor — rate per linear foot, per yd³, or flat price.

20 ft driveway apron 80 ft residential frontage 120 ft cul-de-sac 300 ft parking lot 40 ft mountable driveway 100 ft 8″ commercial curb
Profile & Dimensions
ft in
Typical: 6″ residential · 8″ commercial
in
in
Enter the width from the governing curb-and-gutter detail
in
Enter the thickness from the governing detail
in
ft
Enter the spacing from the municipal/DOT detail; 0 disables the joint count.
5% simple · 10% typical · 15% complex
%
Cross Section · tap labels to focus inputs
Optional sections:
$Concrete Price
Curb & gutter is exposed to freeze-thaw and de-icer; DOTs typically spec 4000 psi air-entrained.
≈ +$5/yd³ vs. base mix
$
Reinforcement
ft
in
Enter the lap from the municipal/DOT detail or project drawings.
in
$
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
No saved calculations

How to Calculate Concrete for Curb and Gutter

Combined curb-and-gutter is poured monolithically: the cross-section is a fixed profile extruded along the run. Pick the profile, enter run length and the four section dimensions, then add 5–10% waste for subgrade irregularity, form spillage and the over-pour at the gutter lip. The "Volume (net)" line is the theoretical neat-line quantity for take-off; order against "Volume (+waste)". For machine-extruded (slip-form) curb, waste runs lower (5%); for hand-formed work over rough subgrade use 10–15%.

How to use it

Choose barrier (6–8″ vertical face, parking lots and arterials), mountable/rollover (sloped face for driveway crossings) or straight (full-depth curb monolithic with the pan). Most municipal standard details specify a 6″ curb height, 6″ curb width and an 18–24″ gutter pan at 6″ thickness — adjust to your local DOT or city standard detail. Tap any dimension label on the cross-section to jump to that input. For long pours plan ready-mix delivery from the concrete volume calculator; for short repairs price it as bagged concrete.

Formulas

Barrier curb: A = (Curb H × Curb W) + (Gutter W × Gutter T).
Mountable: A ≈ (½ × Curb H × Curb W) + (Gutter W × Gutter T) — the sloped face is treated as a triangular curb section above the pan.
Straight: A = (Curb H + Gutter T) × Curb W + (Gutter W × Gutter T).
Volume = A × Length × (1 + Waste%), with A in in², converted at 1 yd³ = 46 656 in³. Concrete weight uses 150 lb/ft³ (≈4 050 lb/yd³).

Reinforcement

Longitudinal bars are a drawing-based quantity takeoff. Enter stock length, lap and end extensions from the municipal/DOT detail or project drawings. Joint type, spacing and dowels must follow the governing municipal/DOT standard detail and project documents. The same bar geometry feeds the concrete beam and column calculators if the curb is tied into a footing or grade beam.

On the jobsite

Installed curb & gutter in 2025 USA runs roughly $25–45/lf hand-formed and $15–28/lf slip-form (machine-extruded), ready-mix only ≈ $150–180/yd³ with a 4000 psi DOT mix at $5–15/yd³ over base. The single biggest take-off mistake is ordering net instead of plus-waste: a 100 ft barrier curb is only ~1.4 yd³, well under the typical 3 yd³ short-load minimum (+$80–150 fee), so plan to combine runs or price it as bagged concrete. The next is forgetting control joints every 10–15 ft (ACI 332 / 360) — sawcut within 4–12 hours of finishing or the curb cracks where it wants to, not where you want it to. Save runs to History and export the diagram as text, CSV, JPG or PDF.

FAQ

Should I order net or +waste volume? Order the +waste figure — short loads cost more than the small overage. Does this include the gutter pan? Yes, the pan (Gutter Width × Thickness) is added to every profile. What about returns and ADA ramps? Add those segments separately; this tool covers straight runs. For an adjacent retaining or curb wall or formed steps, use the dedicated calculators.

Calculation notesWhat this calculator doesOpen the formula basis, references and assumptions when you need to verify the detailed method.Review details

Element geometry is converted to concrete volume, reinforcing quantities and cost lines using the selected shape, dimensions, spacing and waste inputs.

Reference context

  • ACI 318
  • ASTM C387
  • supplier yield and density data

Important assumptions

  • Dimensions, quantities and prices entered by the user are correct.
  • Waste, laps, overlaps, compaction and delivery allowances must match the actual project.
  • Results are preliminary takeoff estimates, not a sealed structural design or permit approval.

Quality notes updated: August 1, 2026. The repository includes per-page checks for browser errors, populated results, metadata, US-market visibility, duplicate IDs and shared quality controls.

Reference names describe the applicable design and product context; they do not replace a project-specific code review. Local codes, drawings, specifications and manufacturer instructions govern the final work. Report a calculation or interface issue.

Misha Noyr, M.Eng.

Misha Noyr, M.Eng.

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