Slab / Wall Dimensions
Bar Size
#3
#4
#5
#6
#4 bar — ½" dia, 0.668 lb/ft — Most common for residential slabs
Spacing
6"
8"
12"
16"
18"
24"
12" OC — Standard residential slab reinforcement
Your Takeoff
Bars Along Length
—
Running the width direction
Bars Along Width
—
Running the length direction
Total Linear Feet
—
Enter dimensions above
Total Weight
—
Based on bar size
Tie Wire Rolls
—
1 roll per ~200 intersections (3.5 lb roll)
Estimated Material Cost
—
Rebar material only
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Your Labor Rate
Billing Method
Per LF
Per hour
Flat rate
Enter dimensions above to see your quantity
How to Calculate Rebar for a Concrete Slab or Wall
Rebar (reinforcing bar) dramatically increases the tensile strength of concrete. Calculating the right amount means counting bars in both directions, accounting for overlap at splices, and knowing the weight for ordering and transport.
The Rebar Grid Formula
Bars in each direction = (Dimension in inches ÷ Spacing) + 1. The total linear footage is: (Bars along length × Width) + (Bars along width × Length). Add lap splice length at each joint where bars overlap.
Example: A 20×20 ft slab with #4 rebar at 12" OC = 21 bars each way × 20 ft = 840 total linear feet.
Rebar Sizes & Weights
#3 (⅜" dia) — 0.376 lb/ft — Temperature/shrinkage reinforcement, light slabs
#4 (½" dia) — 0.668 lb/ft — Most common residential bar, slabs, footings
#5 (⅝" dia) — 1.043 lb/ft — Driveways, heavier residential, light commercial
#6 (¾" dia) — 1.502 lb/ft — Commercial slabs, retaining walls, foundations
Standard 20 ft lengths are most common; #3 and #4 also available in 10 ft lengths
When to Use Each Size
#3 at 18"–24" OC — Minimum temperature steel for slabs that don't carry structural loads
#4 at 12" OC — Standard residential slab reinforcement (patios, garages, driveways)
#4 at 16" OC — Standard wall reinforcement, both horizontal and vertical
#5 at 12" OC — Heavy-duty residential, commercial slabs, elevated decks
#6 at 12" OC — Commercial and industrial applications, retaining walls
ACI Requirements & Best Practices
ACI 318 requires minimum ¾" clear cover for concrete cast against soil, 1½" for formed surfaces
Lap splice length: minimum 40× bar diameter (#4 = 20", #5 = 25") per ACI 318
Use rebar chairs or dobies to maintain proper cover — never lay rebar directly on grade
Tie wire every intersection is ideal; at minimum, tie alternating intersections in a checkerboard pattern
One 3.5 lb roll of tie wire covers approximately 200 intersections
Rebar quantities ready?
Pair this with the concrete slab calculator for a complete takeoff.