14 by 8 ft slab at 6 inches
Calculate the specifications for a 14 ft by 8 ft residential slab 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
3.10 yd³
2.367 m³ placed+waste
Order weight
12,540 lb
5,688 kg
80 lb bags
140
4 pallets at 42 bags
60 lb bags
186
0.45 ft³ yield each
Rebar
252.00 ft
22 × 20 ft · 22 × 6 m · 185 lb
Ready-mix vs bags
$635.89
Truck $635.89 · 80 lb bags $945.00
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 | 2.81 yd³ | 10% | 3.10 yd³ / 2.367 m³ | USD | $510.89 | 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 | 126.7 bags | 10% | 140 bags | USD | $945.00 | Source Spec Material / Tool |
| 60 lb pre-mix bags | 168.9 bags | 10% | 186 bags | USD | $1,004.40 | Source Spec Material / Tool |
| #4 rebar sticks, 20 ft | 22 sticks | 10% | 25 sticks / 22 × 6 m | USD | $350.00 | Source Spec Material / Tool |
| Rebar chairs | 60 crossings | 10% | 66 chairs | USD | $18.48 | Source Spec Material / Tool |
| Tie wire rolls | 60 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
$635.89
0.31 nominal 10 yd³ loads · 1 to order
80 lb bags
$945.00
60 lb alternative $1,004.40 · delivery weight 12,540 lb
| Thickness | Order yd³ | Order m³ | 80 lb bags | Rebar ft | Ready-mix | 80 lb cost |
|---|---|---|---|---|---|---|
| 4 in | 2.61 | 1.994 | 118 | 277 | $555.22 | $796.50 |
| 5 in | 2.85 | 2.180 | 129 | 277 | $595.56 | $870.75 |
| 6 in | 3.10 | 2.367 | 140 | 277 | $635.89 | $945.00 |
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 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 determining the specifications for a residential concrete slab measuring 14 ft by 8 ft with a thickness of 6 inches. The design includes #4 rebar placed at 18-inch intervals, ensuring structural integrity.
Please note that soil design considerations are excluded from this calculation. It is essential to consult local building codes and a qualified engineer for site-specific soil conditions.
Code reference
IRC R506
Field questions
- What is the purpose of using #4 bars in the slab?
- Using #4 bars provides 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 excluded because it varies significantly by location and requires specific analysis based on site conditions. It's important to consult a geotechnical engineer for soil-related assessments.
- What does IRC R506 cover?
- IRC R506 covers the requirements for concrete slabs on grade, including design, construction, and reinforcement specifications to ensure safety and durability.
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