10 by 10 ft slab at 8 inches
Calculate the specifications for a 10 ft by 10 ft residential slab at 8 in thickness with #4 bars at 18 in spacing. Note: Soil design is excluded. Compliant with IRC R506.
Formula SSC-2026.1
Formula SSC-2026.1 · 4,000 PSI
Order volume
3.20 yd³
2.450 m³ placed+waste
Order weight
12,980 lb
5,888 kg
80 lb bags
145
4 pallets at 42 bags
60 lb bags
193
0.45 ft³ yield each
Rebar
220.00 ft
18 × 20 ft · 20 × 6 m · 162 lb
Ready-mix vs bags
$653.81
Truck $653.81 · 80 lb bags $978.75
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 | 2.91 yd³ | 10% | 3.20 yd³ / 2.450 m³ | USD | $528.81 | 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 | 131.1 bags | 10% | 145 bags | USD | $978.75 | Source Spec Material / Tool |
| 60 lb pre-mix bags | 174.8 bags | 10% | 193 bags | USD | $1,042.20 | 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
$653.81
0.32 nominal 10 yd³ loads · 1 to order
80 lb bags
$978.75
60 lb alternative $1,042.20 · delivery weight 12,980 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 8 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 specifications for a residential slab measuring 10 ft by 10 ft with a thickness of 8 inches. The design incorporates #4 rebar spaced at 18 inches, ensuring structural integrity in compliance with IRC R506.
It is important to note that soil design considerations are excluded from this calculation. Always consult a licensed professional for comprehensive design and site-specific evaluations.
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 load-bearing capacity.
- Why is soil design excluded from this calculation?
- Soil design is site-specific and requires a geotechnical analysis to determine the appropriate foundation design based on soil conditions.
- What does IRC R506 cover?
- IRC R506 provides guidelines for the design and construction of concrete slabs on grade, including requirements for reinforcement, thickness, and other structural considerations.
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