14 by 30 ft slab at 6 inches
Calculate the specifications for a residential slab measuring 14 ft by 30 ft at 6 in thickness, reinforced 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
10.27 yd³
7.849 m³ placed+waste
Order weight
41,580 lb
18,860 kg
80 lb bags
462
11 pallets at 42 bags
60 lb bags
616
0.45 ft³ yield each
Rebar
770.00 ft
51 × 20 ft · 51 × 6 m · 566 lb
Ready-mix vs bags
$1,694.00
Truck $1,694.00 · 80 lb bags $3,118.50
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 | 9.33 yd³ | 10% | 10.27 yd³ / 7.849 m³ | USD | $1,694.00 | Source Spec Material / Tool |
| Short-load fee | Full load | — | 2 truck @ 10 yd³ | USD | $0.00 | Source Spec Material / Tool |
| 80 lb pre-mix bags | 420.0 bags | 10% | 462 bags | USD | $3,118.50 | Source Spec Material / Tool |
| 60 lb pre-mix bags | 560.0 bags | 10% | 616 bags | USD | $3,326.40 | Source Spec Material / Tool |
| #4 rebar sticks, 20 ft | 51 sticks | 10% | 57 sticks / 51 × 6 m | USD | $798.00 | Source Spec Material / Tool |
| Rebar chairs | 210 crossings | 10% | 231 chairs | USD | $64.68 | Source Spec Material / Tool |
| Tie wire rolls | 210 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
$1,694.00
1.03 nominal 10 yd³ loads · 2 to order
80 lb bags
$3,118.50
60 lb alternative $3,326.40 · delivery weight 41,580 lb
| Thickness | Order yd³ | Order m³ | 80 lb bags | Rebar ft | Ready-mix | 80 lb cost |
|---|---|---|---|---|---|---|
| 4 in | 7.99 | 6.105 | 360 | 847 | $1,317.56 | $2,430.00 |
| 5 in | 9.13 | 6.977 | 411 | 847 | $1,505.78 | $2,774.25 |
| 6 in | 10.27 | 7.849 | 462 | 847 | $1,694.00 | $3,118.50 |
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 30 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 assists in determining the requirements for a residential slab measuring 14 ft by 30 ft with a thickness of 6 inches. The slab is reinforced with #4 bars spaced at 18 inches, 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 engineer for soil-related assessments and to ensure the slab is suitable for the specific site conditions.
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 reducing the risk of cracking.
- Why is soil design excluded from this calculation?
- Soil design is excluded because it requires a separate analysis based on the specific site conditions, which can vary significantly. It's important to consult a qualified engineer for soil assessments.
- What does IRC R506 cover?
- IRC R506 covers the requirements for concrete slabs on grade, including design, reinforcement, and construction practices to ensure structural integrity.
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