Concrete Reinforcement Calculator
Calculate rebar quantity, spacing, weight, and tie wire for concrete slabs and footings. Enter dimensions and get a full material list with cost estimate.
Length of the slab or footing in the long direction.
Width of the slab or footing in the short direction.
Standard slab-on-grade is 4". Footings are typically 8–12".
#3 for light slabs, #4 for standard slabs and footings, #5 for heavy-duty applications.
On-centre spacing between bars in each direction. 12" is common for residential slabs.
For estimation only. Structural work requires review by a licensed engineer. Local building codes take precedence over any calculator output.
How This Is Calculated
Bars in length direction = floor(slab width in inches / spacing) + 1. Bars in width direction = floor(slab length in inches / spacing) + 1. Total rebar length = (lengthwise bars x slab length) + (widthwise bars x slab width). Rebar weight = total length x weight per foot (#3: 0.376, #4: 0.668, #5: 1.043 lbs/ft). Tie wire = number of intersections x 0.05 lbs per tie.
Source: Rebar spacing and cover requirements per ACI 318-25 (Building Code Requirements for Structural Concrete). Bar sizes and weights per ASTM A615/A615M standard. Maximum spacing limits per ACI 318-25 Section 7.7.2.3.
5 min read
Getting Rebar Quantities Right Before the Pour
Running short on rebar mid-pour is one of those mistakes you only make once. Concrete waits for nobody — the truck is on the clock, the crew is on the clock, and pausing to send someone for another bundle of #4 bar costs time, money, and quality. Over-ordering is almost as bad. Rebar is heavy (a bundle of 20-foot #4 bars weighs about 267 pounds), takes up space on site, and leftover stock is hard to return.
This calculator gives you the exact piece count and total linear footage for a rectangular grid of rebar in a slab or footing. You enter the slab dimensions, choose the bar size and spacing, and get back the number of bars in each direction, total weight, tie wire needed, and an estimated material cost.
The standard approach for slab-on-grade reinforcement is a grid pattern: bars running in both directions at equal spacing, tied together at every intersection with wire ties. This creates a mesh that distributes tensile forces from shrinkage cracking, temperature changes, and point loads. For most residential slabs — driveways, garage floors, patios — #4 bar at 12-inch spacing in both directions exceeds code minimums and provides good crack control.
How to Place Rebar in a Concrete Slab
1. **Set the edge forms and compact the subgrade.** Rebar placement starts after the forms are built and the gravel base is compacted and graded. Any soft spots in the subgrade will cause differential settlement regardless of how much steel you put in the concrete.
2. **Cut rebar to length.** Standard rebar comes in 20-foot lengths. For a 20-foot slab, bars span the full length. For slabs longer than 20 feet, overlap bars by at least 24 inches (40 bar diameters for #4) and tie the lap splice with three wire ties.
3. **Lay the first direction.** Place all bars running in one direction at the specified spacing. Use a tape measure from the form edge and mark spacing increments. Maintain 3 inches of clear cover from the slab edges — this keeps the steel from corroding where moisture can reach it.
4. **Lay the perpendicular direction on top.** Place the second layer of bars at right angles to the first, using the same spacing. The second layer sits on top of the first.
5. **Tie intersections.** Wrap 16-gauge tie wire around every intersection or every other intersection (for slabs, tying every other one is acceptable — the concrete locks everything in place). Use a tie wire reel and a simple hook tool to speed this up.
6. **Set bar chairs.** Rebar must sit at the correct height within the slab — not on the ground. For a 4-inch slab, position the steel at mid-depth (2 inches from the bottom) using plastic or wire bar chairs (supports) at roughly 4-foot intervals. Steel sitting on the subgrade does nothing structural and corrodes rapidly.
Rebar Sizes and Properties
| Bar Size | Diameter | Weight (lbs/ft) | Cross-Section Area (in²) | Typical Use | Cost/ft (March 2026) | |---|---|---|---|---|---| | #3 | 3/8" (9.5 mm) | 0.376 | 0.11 | Light slabs, temperature steel, ties | $0.30–$0.45 | | #4 | 1/2" (12.7 mm) | 0.668 | 0.20 | Standard slabs, footings, walls | $0.45–$0.65 | | #5 | 5/8" (15.9 mm) | 1.043 | 0.31 | Heavy footings, retaining walls, grade beams | $0.70–$1.00 | | #6 | 3/4" (19.1 mm) | 1.502 | 0.44 | Foundation walls, columns, heavy structural | $1.00–$1.40 | | #7 | 7/8" (22.2 mm) | 2.044 | 0.60 | Commercial foundations, bridge decks | $1.35–$1.85 |
Prices as of March 2026, US national averages for Grade 60 rebar. Epoxy-coated rebar (green) adds 25–40% for corrosion protection in exposed or marine environments. Stainless steel rebar costs 5–8x standard but eliminates corrosion entirely.
Rebar vs Welded Wire Mesh: When to Use Each
**When should I use rebar instead of welded wire mesh?** Rebar is the better choice for structural applications: footings, grade beams, retaining walls, and any slab thicker than 5 inches. Rebar provides defined bar sizes and controlled spacing, and it stays in position during the pour when properly chaired. For slabs that carry significant loads — garage floors with heavy vehicles, shop floors with equipment — rebar gives you more confidence in the reinforcement placement.
**When is welded wire mesh acceptable?** Welded wire mesh (WWM) works well for lightly loaded slabs-on-grade: sidewalks, patios, light-duty residential driveways, and interior floor slabs. Common mesh sizes are 6x6-W1.4/W1.4 (6-inch grid of light wire) and 6x6-W2.9/W2.9. Mesh is faster to lay than individual rebar — you unroll a sheet and cut to size. The drawback is that mesh tends to end up on the bottom of the slab during the pour (workers step on it and it sinks into the wet concrete), which makes it structurally useless unless it stays elevated on chairs throughout the pour.
**Can I combine rebar and mesh?** Yes. A common hybrid approach for driveways and garage floors uses #4 rebar at 16–18 inch spacing in both directions supplemented by a layer of wire mesh. The rebar carries the structural load and the mesh provides tighter crack control between the bars. This costs more but gives you the positioning reliability of rebar with the crack control of mesh.
Concrete Cover and Corrosion Protection
Rebar rusts. When it does, the iron oxide (rust) expands to roughly six times the volume of the original steel, which cracks the surrounding concrete from the inside out. Those spider-web cracks you see on old sidewalks and bridge decks? That is rebar corrosion at work.
The primary defence against corrosion is concrete cover — the thickness of concrete between the rebar and the nearest exposed surface. ACI 318 (the governing US concrete code) specifies minimum cover requirements based on exposure conditions:
- Concrete cast against and permanently in contact with earth: 3 inches minimum - Concrete exposed to weather (#6 bars and larger): 2 inches - Concrete exposed to weather (#5 bars and smaller): 1.5 inches - Concrete not exposed to weather or in contact with ground: 0.75 inches
For a typical slab-on-grade — a garage floor or basement slab — the bottom of the slab contacts the earth, so the bottom cover should be 3 inches. The top surface is exposed to weather (freeze-thaw cycles, de-icing salts on a driveway), so the top cover needs 1.5–2 inches.
In a 4-inch slab, that leaves very little room to position the steel correctly — the bar essentially needs to sit at mid-depth. This is why bar chairs are non-negotiable. If rebar ends up on the subgrade with zero bottom cover, it will corrode and the slab will crack within 10–15 years.
If your concrete project involves structural elements like [block walls or footings](/calculators/structural/concrete-block-wall-cost-calculator), the rebar requirements and cover rules differ — block wall reinforcement uses vertical bars grouted into the block cores, where cover is provided by the block shell rather than poured concrete. The [steel beam calculator](/calculators/structural/steel-beam-size-calculator) can help if your footing supports a steel column — the footing dimensions and reinforcement must match the column load.
Worked Examples
Example 1
Scenario: A homeowner is pouring a 20 x 12 ft driveway slab, 4 inches thick, using #4 rebar at 12-inch on-centre spacing in both directions.
Calculation: Bars in length direction = floor(12 ft x 12 / 12) + 1 = 13 bars, each 20 ft long. Bars in width direction = floor(20 ft x 12 / 12) + 1 = 21 bars, each 12 ft long. Total bars = 13 + 21 = 34. Total rebar length = (13 x 20) + (21 x 12) = 260 + 252 = 512 ft. Weight = 512 x 0.668 = 342 lbs. Tie wire = 13 x 21 intersections x 0.05 = 13.7 lbs. Cost = 512 x $0.55 = $281.60.
What this means: The driveway needs 34 pieces of #4 rebar totalling 512 linear feet, weighing about 342 pounds. Material cost is roughly $282 for the rebar plus around $14 of tie wire.
Takeaway: At 12-inch spacing with #4 bar, a standard driveway uses a manageable amount of steel. Order 20-foot stock lengths to span the slab in one piece and minimise lap splices.
Example 2
Scenario: A contractor is reinforcing a 50 x 80 ft commercial warehouse slab, 6 inches thick, with #5 rebar at 12-inch spacing.
Calculation: Bars in length direction = floor(80 ft x 12 / 12) + 1 = 81 bars, each 50 ft long. Bars in width direction = floor(50 ft x 12 / 12) + 1 = 51 bars, each 80 ft long. Total bars = 81 + 51 = 132. Total rebar length = (81 x 50) + (51 x 80) = 4,050 + 4,080 = 8,130 ft. Weight = 8,130 x 1.043 = 8,480 lbs. Tie wire = 81 x 51 x 0.05 = 206.6 lbs. Cost = 8,130 x $0.85 = $6,910.50.
What this means: This large slab requires 132 rebar pieces totalling over 8,100 linear feet and more than 4 tons of steel. Material cost for rebar alone approaches $6,900, plus around $207 in tie wire.
Takeaway: Commercial slabs at this scale need multiple 20-foot bars lapped together for each run. Budget for lap splice overlap (25 inches per splice for #5, calculated as 40 x 0.625") and order 5-8% extra to cover waste from cuts and splices.
Frequently Asked Questions
- How much rebar do I need for a 20x20 concrete slab?
- A 20x20-foot slab with #4 rebar at 12-inch spacing in both directions requires 42 bars total: 21 running in each direction. That is 840 linear feet of rebar, weighing approximately 561 pounds. At March 2026 US average pricing ($0.45–$0.65 per foot for #4 bar), the rebar material cost is roughly $380–$545. Add about 20 pounds of tie wire ($15–$20) and 50–60 bar chairs ($20–$30). Standard #4 bar comes in 20-foot lengths, so you need 42 sticks with minimal waste for this particular slab size.
- What is the minimum rebar spacing for a concrete slab?
- ACI 318 sets the minimum rebar spacing at the greater of 1 inch, one bar diameter, or 1.33 times the maximum aggregate size. For a slab with #4 bar and 3/4-inch aggregate (the most common residential mix), the practical minimum is about 4 inches on centre. That said, spacing that tight is rarely used in slabs — it is excessive for typical loading and wastes material. The most common residential slab spacings are 12 inches (adequate for driveways and garage floors) and 18 inches (sidewalks and patios). ACI 318 also caps maximum spacing at 18 inches or 3 times the slab thickness, whichever is less.
- Do I need rebar in a 4-inch concrete slab?
- For a structural slab that carries loads — a garage floor, driveway, or building floor slab — yes, reinforcement is strongly recommended even in a 4-inch slab. Unreinforced 4-inch slabs crack from concrete shrinkage, temperature changes, and minor subgrade settlement. The rebar does not prevent cracking entirely, but it holds cracks tight (under 1/16 inch) so they stay cosmetic rather than structural. Some building codes allow unreinforced slabs for non-structural applications like sidewalks and patios, but even there, at minimum a layer of welded wire mesh prevents cracks from opening wide enough to become trip hazards.
- How do I calculate rebar overlap (lap splice) length?
- The standard lap splice for rebar in concrete is 40 bar diameters for Grade 60 steel in tension. For #4 bar (1/2-inch diameter), that is 40 x 0.5 = 20 inches. For #5 bar, it is 40 x 0.625 = 25 inches. In practice, most contractors round up to 24 inches for #4 and 30 inches for #5 to keep things simple and provide a safety margin. Overlap bars in a staggered pattern — do not place all lap splices at the same location, which creates a weak plane. ACI 318 requires that no more than 50% of the bars be spliced at any single cross-section.
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