18 by 24 ft slab at 4 inches
Calculate the requirements for an 18 ft by 24 ft residential slab with #4 bars at 18 in spacing. Ensure compliance with IRC R506 standards. Soil design is excluded.
Formula SSC-2026.1
Formula SSC-2026.1 · 4,000 PSI
Order volume
5.87 yd³
4.485 m³ placed+waste
Order weight
23,760 lb
10,777 kg
80 lb bags
264
7 pallets at 42 bags
60 lb bags
352
0.45 ft³ yield each
Rebar
618.00 ft
43 × 20 ft · 43 × 6 m · 454 lb
Ready-mix vs bags
$968.00
Truck $968.00 · 80 lb bags $1,782.00
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 | 5.33 yd³ | 10% | 5.87 yd³ / 4.485 m³ | USD | $968.00 | Source Spec Material / Tool |
| Short-load fee | Full load | — | 1 truck @ 10 yd³ | USD | $0.00 | Source Spec Material / Tool |
| 80 lb pre-mix bags | 240.0 bags | 10% | 264 bags | USD | $1,782.00 | Source Spec Material / Tool |
| 60 lb pre-mix bags | 320.0 bags | 10% | 352 bags | USD | $1,900.80 | Source Spec Material / Tool |
| #4 rebar sticks, 20 ft | 43 sticks | 10% | 48 sticks / 43 × 6 m | USD | $672.00 | Source Spec Material / Tool |
| Rebar chairs | 221 crossings | 10% | 244 chairs | USD | $68.32 | Source Spec Material / Tool |
| Tie wire rolls | 221 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
$968.00
0.59 nominal 10 yd³ loads · 1 to order
80 lb bags
$1,782.00
60 lb alternative $1,900.80 · delivery weight 23,760 lb
| Thickness | Order yd³ | Order m³ | 80 lb bags | Rebar ft | Ready-mix | 80 lb cost |
|---|---|---|---|---|---|---|
| 4 in | 5.87 | 4.485 | 264 | 680 | $968.00 | $1,782.00 |
| 5 in | 7.33 | 5.607 | 330 | 680 | $1,210.00 | $2,227.50 |
| 6 in | 8.80 | 6.728 | 396 | 680 | $1,452.00 | $2,673.00 |
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: 18 by 24 ft slab at 4 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 residential slab foundations measuring 18 ft by 24 ft with a thickness of 4 inches. Reinforcement is provided using #4 bars spaced at 18 inches apart, 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 analysis and site-specific 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 load-bearing capacity.
- Why is soil design excluded from this calculation?
- Soil design is site-specific and requires a detailed analysis by a qualified engineer to ensure proper support for the slab.
- What thickness is recommended for a residential slab?
- A thickness of 4 inches is commonly recommended for residential slabs, but this may vary based on specific project requirements.