Rebar Calculator — Bars, Linear Feet & Weight
Quick answer: a 10 × 10 ft slab with #4 rebar at 12 in on center needs about 11 bars each way — 220 linear feet, roughly 147 lb of steel.
Results update as you type. Nothing is sent anywhere — all math runs in your browser.
Rebar is counted as a grid: bars running each direction, set in from the edges by the cover, spaced on center. This calculator gives you the bar count each way, total linear feet (with optional lap splices), the steel weight for the bar size you picked, and how many 20-ft sticks to buy.
It's built for slabs, patios and driveways — the residential cases where a grid of #3–#5 bar is typical. Structural designs (footings, walls, engineered slabs) should follow your plan's schedule.
How to use it
- Measure the slab length and width in feet.
- Enter your bar spacing — 12 in on center is common for residential slabs; 16–18 in for lightly loaded patios. Check your plan if you have one.
- Set the edge cover (2 in is typical for slabs poured on grade) and pick the bar size.
- Read the result: bars each way, total linear feet (with laps), weight, and 20-ft sticks to buy — plus a cost estimate at your stick price.
How it works
Bars per direction = ceil((dimension − 2 × cover) ÷ spacing) + 1. Total length = Σ (bars × run length) + lap allowance (40 × bar diameter per splice). Weight = total length × nominal weight (ASTM A615: #4 = 0.668 lb/ft).
- Nominal unit weights per ASTM A615: #3 = 0.376, #4 = 0.668, #5 = 1.043, #6 = 1.502, #7 = 2.044, #8 = 2.670 lb/ft.
- Lap splices assumed at 40 × bar diameter (a common rule of thumb — codes vary by bar size, concrete strength and location).
- Sticks assumed 20 ft (standard mill length); count rounded up.
- This is a quantity estimator — reinforcement design belongs to a structural plan or engineer.
Worked example
A 10 × 10 ft slab, #4 bar at 12 in on center with 2 in cover: (120 − 4) ÷ 12 = 9.67 → 10 spaces → 11 bars each way. Total length = 11 × 10 ft × 2 directions = 220 linear ft ≈ 147 lb (220 × 0.668). At 20 ft per stick that's 11 sticks — 10 ft runs need no splices.
Quick reference
Rebar sizes — nominal weight
| Bar | Diameter | Weight (lb/ft) | Weight per 20-ft stick |
|---|---|---|---|
| #3 | 3/8 in | 0.376 | 7.5 lb |
| #4 | 1/2 in | 0.668 | 13.4 lb |
| #5 | 5/8 in | 1.043 | 20.9 lb |
| #6 | 3/4 in | 1.502 | 30.0 lb |
| #7 | 7/8 in | 2.044 | 40.9 lb |
| #8 | 1 in | 2.670 | 53.4 lb |
Typical slab spacing
| Application | Typical spacing | Typical bar |
|---|---|---|
| Patio / walkway slab | 16–18 in OC | #3 or #4 |
| Driveway slab | 12–16 in OC | #4 |
| Structural slab / engineered | per plan | per plan |
| Footings | per plan (continuous bar) | per plan |
FAQ
What spacing should rebar be in a slab?
How many sticks of rebar do I need?
How long should rebar lap splices be?
Do I need rebar or is wire mesh enough?
How much does rebar cost?
Related calculators
Sources & verification
Data verified: October 11, 2026.
- Nominal weights: ASTM A615 (standard specification for deformed carbon-steel bars).
- Spacing & laps: common residential practice; IRC/ACI govern structurally.
Estimates are for planning only — always confirm quantities with your supplier and check local building codes before you buy or build.