10 by 10 ft slab at 6 inches
Calculate the specifications for a 10 ft by 10 ft residential slab at 6 in thickness with #4 bars at 18 in spacing. Ensure compliance with IRC R506 standards.
Formula SSC-2026.1
Formula SSC-2026.1 · 4,000 PSI
Order volume
2.77 yd³
2.118 m³ placed+waste
Order weight
11,220 lb
5,089 kg
80 lb bags
125
3 pallets at 42 bags
60 lb bags
167
0.45 ft³ yield each
Rebar
220.00 ft
18 × 20 ft · 20 × 6 m · 162 lb
Ready-mix vs bags
$582.11
Truck $582.11 · 80 lb bags $843.75
Grid lines are equalized so the drawing stays readable. The order count uses on-center spacing with a bar at each end of the layout, then holds concrete cover in the field.
| Item | Net | Waste | Order | Unit price | Line total | Source Spec Material / Tool |
|---|---|---|---|---|---|---|
| Ready-mix concrete | 2.52 yd³ | 10% | 2.77 yd³ / 2.118 m³ | USD | $457.11 | Source Spec Material / Tool |
| Short-load fee | Under 4 yd³ | — | 1 truck @ 10 yd³ | USD | $125.00 | Source Spec Material / Tool |
| 80 lb pre-mix bags | 113.3 bags | 10% | 125 bags | USD | $843.75 | Source Spec Material / Tool |
| 60 lb pre-mix bags | 151.1 bags | 10% | 167 bags | USD | $901.80 | Source Spec Material / Tool |
| #4 rebar sticks, 20 ft | 18 sticks | 10% | 20 sticks / 20 × 6 m | USD | $280.00 | Source Spec Material / Tool |
| Rebar chairs | 49 crossings | 10% | 54 chairs | USD | $15.12 | Source Spec Material / Tool |
| Tie wire rolls | 49 ties | 10% | 1 rolls | USD | $8.00 | Source Spec Material / Tool |
Source links open a product search on the Amazon storefront for the selected currency. SiteSpecCalc may earn a commission. The link does not change the quantities above.
Ready-mix truck
$582.11
0.28 nominal 10 yd³ loads · 1 to order
80 lb bags
$843.75
60 lb alternative $901.80 · delivery weight 11,220 lb
| Thickness | Order yd³ | Order m³ | 80 lb bags | Rebar ft | Ready-mix | 80 lb cost |
|---|---|---|---|---|---|---|
| 4 in | 2.34 | 1.786 | 106 | 242 | $510.41 | $715.50 |
| 5 in | 2.55 | 1.952 | 115 | 242 | $546.26 | $776.25 |
| 6 in | 2.77 | 2.118 | 125 | 242 | $582.11 | $843.75 |
Show the deterministic formula
Slab ft³ = L × W × thickness ÷ 12. Thickened-edge extra = footing band × (footing depth − slab thickness), with corner squares counted once.
yd³ = ft³ ÷ 27. m³ = ft³ × 0.0283168. Weight uses 150 lb/ft³, then the header converts that pound total at 1 lb = 0.45359237 kg. 80 lb bags yield 0.6 ft³ and 60 lb bags yield 0.45 ft³. Currency changes the price labels only.
Bars across a span = floor(span ÷ spacing) + 1. Order sticks = that count, plus 10, 5, or 15 percent waste, cut from 20 ft and 6 m stock. Chairs = one per grid intersection.
Contractor sign-off
Project: 10 by 10 ft slab at 6 inches
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This sheet is an estimate for ordering and layout discussion. It is not a sealed design. Confirm the quantities with a licensed local professional and the authority having jurisdiction before you buy or build.
Engineering notes
This calculator assists in determining the requirements for a residential concrete slab measuring 10 ft by 10 ft and 6 inches thick, reinforced with #4 rebar spaced at 18 inches on center. Please note that soil design considerations are excluded from this calculation.
Compliance with the International Residential Code (IRC) R506 is essential for ensuring structural integrity and safety in residential concrete slab construction.
Code reference
IRC R506
Field questions
- What is the purpose of using #4 bars in the slab?
- Using #4 bars helps to reinforce the concrete slab, providing additional tensile strength and reducing the risk of cracking.
- Why is soil design excluded from this calculation?
- Soil design is a separate consideration that depends on the specific site conditions and soil type, which can vary widely. This calculator focuses solely on the concrete slab design.
- What does IRC R506 cover?
- IRC R506 provides guidelines for the design and construction of concrete slabs on grade, including requirements for thickness, reinforcement, and placement.
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