14 by 12 ft slab at 8 inches
Calculate the specifications for a residential slab measuring 14 ft by 12 ft at 8 in thick 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
5.21 yd³
3.987 m³ placed+waste
Order weight
21,120 lb
9,580 kg
80 lb bags
235
6 pallets at 42 bags
60 lb bags
313
0.45 ft³ yield each
Rebar
350.00 ft
25 × 20 ft · 25 × 6 m · 257 lb
Ready-mix vs bags
$860.44
Truck $860.44 · 80 lb bags $1,586.25
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 | 4.74 yd³ | 10% | 5.21 yd³ / 3.987 m³ | USD | $860.44 | 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 | 213.3 bags | 10% | 235 bags | USD | $1,586.25 | Source Spec Material / Tool |
| 60 lb pre-mix bags | 284.4 bags | 10% | 313 bags | USD | $1,690.20 | Source Spec Material / Tool |
| #4 rebar sticks, 20 ft | 25 sticks | 10% | 28 sticks / 25 × 6 m | USD | $392.00 | Source Spec Material / Tool |
| Rebar chairs | 90 crossings | 10% | 99 chairs | USD | $27.72 | Source Spec Material / Tool |
| Tie wire rolls | 90 ties | 10% | 1 rolls | USD | $8.00 | Source Spec Material / Tool |
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Ready-mix truck
$860.44
0.52 nominal 10 yd³ loads · 1 to order
80 lb bags
$1,586.25
60 lb alternative $1,690.20 · delivery weight 21,120 lb
| Thickness | Order yd³ | Order m³ | 80 lb bags | Rebar ft | Ready-mix | 80 lb cost |
|---|---|---|---|---|---|---|
| 4 in | 3.59 | 2.741 | 162 | 385 | $716.56 | $1,093.50 |
| 5 in | 3.99 | 3.053 | 180 | 385 | $783.78 | $1,215.00 |
| 6 in | 4.40 | 3.364 | 198 | 385 | $726.00 | $1,336.50 |
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: 14 by 12 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 is designed to assist in the preliminary design of a residential slab measuring 14 ft by 12 ft and 8 inches thick, reinforced with #4 bars spaced at 18 inches on center. Please note that soil design considerations are excluded from this calculation.
For compliance, refer to the International Residential Code (IRC) R506, which outlines the requirements for concrete slabs, including reinforcement and thickness specifications.
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 improve load distribution.
- Why is soil design excluded from this calculation?
- Soil design is excluded because it requires a site-specific analysis that considers soil type, bearing capacity, and other factors that vary by location.
- What thickness is recommended for a residential slab?
- The recommended thickness for a residential slab is typically 4 to 8 inches, depending on the load requirements and local building codes.
- How often should the reinforcement bars be spaced?
- In this design, the #4 bars are spaced at 18 inches on center, which is a common spacing for residential slabs to ensure adequate support.