Last updated: 2026-02-13
Quick Answer
Use this rebar spacing calculator to estimate a rebar grid takeoff for a rectangular slab or footing. Enter length, width, and spacing (inches o.c.) to get bar counts, total linear feet (with optional waste), and an optional stock stick count (20 ft / 40 ft).
Inputs you’ll need
- Slab/footing length (ft)
- Slab/footing width (ft)
- Bar spacing (inches on-center)
- Waste/overage % (optional)
- Stock bar length (ft, optional — typically 20 or 40)
Related tools: Rebar Weight Calculator and Concrete Footing Calculator.
Longer dimension of the slab
Shorter dimension of the slab
On-center spacing (common: 12", 16", 18", 24")
Typical: 5-10% for laps, cuts, waste
Standard: 20 ft or 40 ft sticks
Assumptions
- Bars form a uniform grid with equal spacing in both directions.
- Each bar runs the full slab dimension (length or width) with no inset.
- Waste % covers laps/splices, hooks, cut-off waste, and field overage.
- Stock bar count assumes no reuse of cut-off pieces (worst case).
Rebar Spacing Results
Bars Along Length
11
Bars Along Width
21
Total Bars
32
Total Length
430.00 ft
Detailed Breakdown
Tip: Use our rebar weight calculator to convert linear feet into pounds for ordering.
12,800+ estimates calculated this month
Common Rebar Spacing Reference
| Spacing (in o.c.) | Bars per 10 ft | Common Use |
|---|---|---|
| 6" | 21 | Heavy structural slabs, retaining walls |
| 8" | 16 | Structural slabs, grade beams |
| 12" | 11 | Standard residential slabs, footings |
| 16" | 8 | Light-duty slabs, sidewalks |
| 18" | 7 | Driveways, patios |
| 24" | 6 | Temperature/shrinkage steel, light pads |
Rebar Spacing & Placement Guide
Standard spacing requirements, bar sizes, and cover requirements for concrete reinforcement.
Standard Rebar Spacing for Concrete
Residential concrete slabs typically use #3 or #4 rebar on 12"–18" centers, while structural footings and walls use tighter spacing based on engineering calculations.
- Residential slab (4"): #3 rebar at 18" OC both ways, or wire mesh 6×6-W1.4×W1.4
- Driveway slab (5–6"): #4 rebar at 12"–16" OC both ways
- Foundation walls: #4 or #5 rebar at 12" OC vertical, 16"–24" OC horizontal
- Footings: 2 runs of #4 rebar continuous, 3" from bottom and edges
Maximum rebar spacing is generally 3× the slab thickness or 18 inches, whichever is less (ACI 318 guidelines).
Key Takeaways
- Residential slab: #3 or #4 at 18" OC
- Driveway: #4 at 12"–16" OC both ways
- Max spacing: 3× slab thickness or 18" (whichever less)
Rebar Sizes & When to Use Each
Rebar is designated by bar number, where each number represents 1/8" of diameter (e.g., #4 = 4/8" = 1/2" diameter).
- #3 (3/8"): Light-duty slabs, patio slabs, thin walls. Weight: 0.376 lb/ft
- #4 (1/2"): Most common residential — slabs, footings, walls. Weight: 0.668 lb/ft
- #5 (5/8"): Foundation walls, structural elements. Weight: 1.043 lb/ft
- #6 (3/4"): Heavy structural, commercial foundations. Weight: 1.502 lb/ft
- #7-#8: Commercial and industrial applications only
Key Takeaways
- Bar # = diameter in 1/8 inches (#4 = 1/2")
- #4 rebar most common for residential
- #5 and #6 for structural/commercial
Rebar Placement & Cover Requirements
Minimum concrete cover over rebar is 1.5"–3" depending on the application and exposure conditions.
- Interior slabs: 1.5" minimum cover (use rebar chairs/supports)
- Exterior slabs: 2" minimum cover
- Footings (cast against earth): 3" minimum cover
- Foundation walls: 2" minimum cover on both faces
Position rebar in the lower third of slabs (tension zone) for flat slabs. For cantilevers, place rebar in the top. Use plastic rebar chairs ($0.10–$0.50 each) to maintain proper position during the pour.
Key Takeaways
- Interior slab cover: 1.5" minimum
- Footings against earth: 3" minimum cover
- Use rebar chairs to maintain position during pour
Worked examples (verify the math)
These examples are designed to be checkable by hand so you can confirm the calculator output.
| Example | Inputs | Expected result |
|---|---|---|
| 1 | 20 ft × 10 ft slab, 12" o.c., 0% waste, 20 ft sticks |
Bars along length = floor(10×12/12)+1 = floor(10)+1 = 11 Bars along width = floor(20×12/12)+1 = floor(20)+1 = 21 Total bars = 11 + 21 = 32 Total length = (11×20) + (21×10) = 220 + 210 = 430 ft Stock bars (20 ft) = ceil(430/20) = ceil(21.5) = 22 |
| 2 | 12 ft × 12 ft slab, 8" o.c., 10% waste, 20 ft sticks |
Bars along length = floor(12×12/8)+1 = floor(18)+1 = 19 Bars along width = same = 19 Total bars = 38 Total length = (19×12) + (19×12) = 456 ft Length w/ waste = 456×1.10 = 501.6 ft Stock bars (20 ft) = ceil(501.6/20) = ceil(25.08) = 26 |
Common mistakes (avoid these)
- Forgetting to convert feet ↔ inches when doing spacing math.
- Not adding waste for lap splices, hooks, and cut pieces.
- Assuming stock sticks will nest perfectly (offcuts usually aren’t reusable in the field).
- Mixing up “bars along length” vs “bars along width.”
How to Use This Calculator
Measure the slab (or footing) dimensions
Enter the overall length and width in feet. Use the actual rebar coverage dimensions if you have edge offsets.
Enter your on-center spacing
Type the bar spacing in inches (o.c.). Common values are 6", 8", 12", 16", 18", and 24".
Add waste/overage (optional)
Add a waste percentage to cover lap splices, hooks, cut-offs, and field waste. 5–10% is common.
Estimate stock bars (optional)
Enter a stock bar length (usually 20 ft or 40 ft) to estimate how many sticks to order. This assumes worst-case cuts (no reuse of offcuts).
Rebar Spacing Formulas (grid takeoff)
barsAlongLength = floor((widthFt × 12) / spacingIn) + 1
barsAlongWidth = floor((lengthFt × 12) / spacingIn) + 1
totalBars = barsAlongLength + barsAlongWidth
totalLengthFt = (barsAlongLength × lengthFt) + (barsAlongWidth × widthFt)
totalWithWaste = totalLengthFt × (1 + wastePct/100)
sticksNeeded = ceil(totalWithWaste / stockBarLengthFt) Where:
- lengthFt / widthFt
- = Overall slab/footing dimensions in feet
- spacingIn
- = On-center spacing in inches (must be > 0)
- wastePct
- = Optional overage percentage (0–50% clamp in the UI)
- stockBarLengthFt
- = Optional stick length (commonly 20 ft or 40 ft)
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Frequently Asked Questions
How do you calculate rebar count from spacing?
Why do you add 1 bar?
Does this include edge cover (offset from the form)?
What waste percentage should I use for rebar?
How do I convert rebar linear feet into weight (lb)?
Does this calculator work for footings and stem walls?
Can I use different spacing each direction?
Is stock bar count accurate?
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