18 by 10 ft slab at 6 inches
Calculate the requirements for a residential slab measuring 18 ft by 10 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
4.73 yd³
3.613 m³ placed+waste
Order weight
19,140 lb
8,682 kg
80 lb bags
213
6 pallets at 42 bags
60 lb bags
284
0.45 ft³ yield each
Rebar
368.00 ft
26 × 20 ft · 26 × 6 m · 270 lb
Ready-mix vs bags
$779.78
Truck $779.78 · 80 lb bags $1,437.75
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 | 4.30 yd³ | 10% | 4.73 yd³ / 3.613 m³ | USD | $779.78 | Source Spec Material / Tool |
| Short-load fee | Full load | — | 1 truck @ 10 yd³ | USD | $0.00 | Source Spec Material / Tool |
| 80 lb pre-mix bags | 193.3 bags | 10% | 213 bags | USD | $1,437.75 | Source Spec Material / Tool |
| 60 lb pre-mix bags | 257.8 bags | 10% | 284 bags | USD | $1,533.60 | Source Spec Material / Tool |
| #4 rebar sticks, 20 ft | 26 sticks | 10% | 29 sticks / 26 × 6 m | USD | $406.00 | Source Spec Material / Tool |
| Rebar chairs | 91 crossings | 10% | 101 chairs | USD | $28.28 | Source Spec Material / Tool |
| Tie wire rolls | 91 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
$779.78
0.47 nominal 10 yd³ loads · 1 to order
80 lb bags
$1,437.75
60 lb alternative $1,533.60 · delivery weight 19,140 lb
| Thickness | Order yd³ | Order m³ | 80 lb bags | Rebar ft | Ready-mix | 80 lb cost |
|---|---|---|---|---|---|---|
| 4 in | 3.86 | 2.949 | 174 | 405 | $761.37 | $1,174.50 |
| 5 in | 4.29 | 3.281 | 194 | 405 | $708.07 | $1,309.50 |
| 6 in | 4.73 | 3.613 | 213 | 405 | $779.78 | $1,437.75 |
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: 18 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 helps you determine the specifications for a residential slab measuring 18 feet by 10 feet with a thickness of 6 inches. The design incorporates #4 reinforcement bars spaced at 18 inches on center, adhering to the guidelines outlined in the International Residential Code (IRC) Section R506.
Please note that soil design considerations are excluded from this calculation. It is essential to consult a qualified engineer for a comprehensive analysis of soil conditions and load-bearing capacities.
Code reference
IRC R506
Field questions
- What is the purpose of using #4 bars in the slab?
- The #4 bars provide tensile strength to the concrete slab, helping to prevent cracking and ensuring structural integrity.
- Why is soil design excluded from this calculation?
- Soil design is excluded because it requires a detailed analysis of the soil's bearing capacity and characteristics, which can vary significantly from one location to another.
- How do I ensure my slab meets IRC R506 standards?
- To ensure compliance with IRC R506, follow the specified dimensions, reinforcement requirements, and construction practices outlined in the code. Consulting with a licensed engineer is recommended for verification.
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