16 by 14 ft slab at 5 inches
Calculate the specifications for a residential slab measuring 16 ft by 14 ft at 5 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
3.80 yd³
2.907 m³ placed+waste
Order weight
15,400 lb
6,985 kg
80 lb bags
172
5 pallets at 42 bags
60 lb bags
229
0.45 ft³ yield each
Rebar
314.00 ft
21 × 20 ft · 21 × 6 m · 231 lb
Ready-mix vs bags
$752.41
Truck $752.41 · 80 lb bags $1,161.00
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 | 3.46 yd³ | 10% | 3.80 yd³ / 2.907 m³ | USD | $627.41 | 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 | 155.6 bags | 10% | 172 bags | USD | $1,161.00 | Source Spec Material / Tool |
| 60 lb pre-mix bags | 207.4 bags | 10% | 229 bags | USD | $1,236.60 | Source Spec Material / Tool |
| #4 rebar sticks, 20 ft | 21 sticks | 10% | 24 sticks / 21 × 6 m | USD | $336.00 | Source Spec Material / Tool |
| Rebar chairs | 110 crossings | 10% | 121 chairs | USD | $33.88 | Source Spec Material / Tool |
| Tie wire rolls | 110 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
$752.41
0.38 nominal 10 yd³ loads · 1 to order
80 lb bags
$1,161.00
60 lb alternative $1,236.60 · delivery weight 15,400 lb
| Thickness | Order yd³ | Order m³ | 80 lb bags | Rebar ft | Ready-mix | 80 lb cost |
|---|---|---|---|---|---|---|
| 4 in | 3.04 | 2.326 | 137 | 345 | $626.93 | $924.75 |
| 5 in | 3.80 | 2.907 | 172 | 345 | $752.41 | $1,161.00 |
| 6 in | 4.56 | 3.489 | 206 | 345 | $752.89 | $1,390.50 |
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.
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Project: 16 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 assists in determining the requirements for a residential concrete slab measuring 16 ft by 14 ft with a thickness of 5 inches. The design includes #4 rebar placed at 18 inches on center, ensuring adequate reinforcement.
Please note that soil design considerations are excluded from this calculation. It is essential to consult a qualified engineer for soil analysis and site-specific conditions.
Code reference
IRC R506 - Concrete Slabs
Field questions
- What is the purpose of using #4 bars in the slab?
- Using #4 bars provides structural reinforcement to the concrete slab, helping to prevent cracking and improve load-bearing capacity.
- Why is soil design excluded from this calculation?
- Soil design is excluded because it requires specific analysis based on site conditions, which should be performed by a qualified engineer.
- What does IRC R506 cover?
- IRC R506 outlines the requirements for concrete slabs, including thickness, reinforcement, and placement to ensure structural integrity.
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