14 by 30 ft slab at 8 inches
Calculate the specifications for a residential slab measuring 14 ft by 30 ft at 8 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
12.55 yd³
9.594 m³ placed+waste
Order weight
50,820 lb
23,052 kg
80 lb bags
565
14 pallets at 42 bags
60 lb bags
753
0.45 ft³ yield each
Rebar
770.00 ft
51 × 20 ft · 51 × 6 m · 566 lb
Ready-mix vs bags
$2,070.44
Truck $2,070.44 · 80 lb bags $3,813.75
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 | 11.41 yd³ | 10% | 12.55 yd³ / 9.594 m³ | USD | $2,070.44 | 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 | 513.3 bags | 10% | 565 bags | USD | $3,813.75 | Source Spec Material / Tool |
| 60 lb pre-mix bags | 684.4 bags | 10% | 753 bags | USD | $4,066.20 | 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
$2,070.44
1.25 nominal 10 yd³ loads · 2 to order
80 lb bags
$3,813.75
60 lb alternative $4,066.20 · delivery weight 50,820 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 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 determining the specifications for a residential slab. The slab dimensions are 14 ft by 30 ft with a thickness of 8 inches, reinforced with #4 bars spaced 18 inches apart.
It is important to note that soil design considerations are excluded from this calculation. Please consult a qualified engineer for soil analysis and design requirements.
Code reference
IRC R506
Field questions
- What is the purpose of using #4 bars in the slab?
- The #4 bars provide reinforcement to the concrete slab, helping to control cracking and improve structural integrity.
- Why is soil design excluded from this calculator?
- Soil design is a critical aspect that varies based on site conditions. It requires specific analysis and should be conducted by a qualified engineer.
- What does IRC R506 cover?
- IRC R506 provides guidelines for the design and construction of concrete slabs on grade, including requirements for reinforcement, thickness, and placement.
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