14 by 14 ft slab at 5 inches
Calculate the requirements for a 14 ft x 14 ft residential slab with #4 bars at 18 in spacing. Ensure compliance with IRC R506. Soil design considerations are excluded.
Formula SSC-2026.1
Formula SSC-2026.1 · 4,000 PSI
Order volume
3.33 yd³
2.544 m³ placed+waste
Order weight
13,475 lb
6,112 kg
80 lb bags
150
4 pallets at 42 bags
60 lb bags
200
0.45 ft³ yield each
Rebar
280.00 ft
20 × 20 ft · 20 × 6 m · 206 lb
Ready-mix vs bags
$673.98
Truck $673.98 · 80 lb bags $1,012.50
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 | 3.02 yd³ | 10% | 3.33 yd³ / 2.544 m³ | USD | $548.98 | 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 | 136.1 bags | 10% | 150 bags | USD | $1,012.50 | Source Spec Material / Tool |
| 60 lb pre-mix bags | 181.5 bags | 10% | 200 bags | USD | $1,080.00 | Source Spec Material / Tool |
| #4 rebar sticks, 20 ft | 20 sticks | 10% | 22 sticks / 20 × 6 m | USD | $308.00 | Source Spec Material / Tool |
| Rebar chairs | 100 crossings | 10% | 110 chairs | USD | $30.80 | Source Spec Material / Tool |
| Tie wire rolls | 100 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
$673.98
0.33 nominal 10 yd³ loads · 1 to order
80 lb bags
$1,012.50
60 lb alternative $1,080.00 · delivery weight 13,475 lb
| Thickness | Order yd³ | Order m³ | 80 lb bags | Rebar ft | Ready-mix | 80 lb cost |
|---|---|---|---|---|---|---|
| 4 in | 2.66 | 2.035 | 120 | 308 | $564.19 | $810.00 |
| 5 in | 3.33 | 2.544 | 150 | 308 | $673.98 | $1,012.50 |
| 6 in | 3.99 | 3.053 | 180 | 308 | $783.78 | $1,215.00 |
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 14 ft slab at 5 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 for a residential slab measuring 14 ft by 14 ft with a thickness of 5 inches. It incorporates #4 rebar spaced at 18 inches on center, adhering to the guidelines set forth in IRC R506.
Please note that soil design considerations are excluded from this calculation. It is essential to consult a qualified professional for soil analysis to ensure proper support for your slab.
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 preventing cracking.
- Why is soil design excluded from this calculation?
- Soil design is excluded because it requires specific analysis based on site conditions, which should be conducted by a qualified geotechnical engineer.
- What is the significance of following IRC R506?
- Following IRC R506 ensures that your slab design meets the minimum safety and performance standards for residential construction.
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