10 by 8 ft slab at 6 inches
Calculate the specifications for a residential slab measuring 10 ft by 8 ft 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
2.28 yd³
1.744 m³ placed+waste
Order weight
9,240 lb
4,191 kg
80 lb bags
103
3 pallets at 42 bags
60 lb bags
137
0.45 ft³ yield each
Rebar
188.00 ft
17 × 20 ft · 17 × 6 m · 138 lb
Ready-mix vs bags
$501.44
Truck $501.44 · 80 lb bags $695.25
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 | 2.07 yd³ | 10% | 2.28 yd³ / 1.744 m³ | USD | $376.44 | 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 | 93.3 bags | 10% | 103 bags | USD | $695.25 | Source Spec Material / Tool |
| 60 lb pre-mix bags | 124.4 bags | 10% | 137 bags | USD | $739.80 | Source Spec Material / Tool |
| #4 rebar sticks, 20 ft | 17 sticks | 10% | 19 sticks / 17 × 6 m | USD | $266.00 | Source Spec Material / Tool |
| Rebar chairs | 42 crossings | 10% | 47 chairs | USD | $13.16 | Source Spec Material / Tool |
| Tie wire rolls | 42 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
$501.44
0.23 nominal 10 yd³ loads · 1 to order
80 lb bags
$695.25
60 lb alternative $739.80 · delivery weight 9,240 lb
| Thickness | Order yd³ | Order m³ | 80 lb bags | Rebar ft | Ready-mix | 80 lb cost |
|---|---|---|---|---|---|---|
| 4 in | 1.96 | 1.495 | 88 | 207 | $447.67 | $594.00 |
| 5 in | 2.12 | 1.620 | 96 | 207 | $474.56 | $648.00 |
| 6 in | 2.28 | 1.744 | 103 | 207 | $501.44 | $695.25 |
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.
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Project: 10 by 8 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 is designed to assist in the design of a residential slab measuring 10 ft by 8 ft with a thickness of 6 inches, utilizing #4 rebar spaced at 18 inches on center. Please note that soil design considerations are excluded from this calculation.
It is essential to adhere to the International Residential Code (IRC) Section R506 for slab-on-ground construction to ensure structural integrity and safety.
Code reference
IRC R506
Field questions
- What is the purpose of using #4 bars in the slab?
- The #4 bars provide reinforcement to the concrete slab, helping to control cracking and improve overall structural integrity.
- Why is soil design excluded from this calculation?
- Soil design is a separate consideration that depends on local soil conditions and should be evaluated by a qualified professional.
- What does IRC R506 cover?
- IRC R506 covers the requirements for slab-on-ground construction, including materials, reinforcement, and placement to ensure safety and performance.
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