14 by 24 ft slab at 5 inches
Calculate the specifications for a 14 ft by 24 ft residential slab at 5 inches thick with #4 bars at 18 inches. Ensure compliance with IRC R506 standards.
Formula SSC-2026.1
Formula SSC-2026.1 · 4,000 PSI
Order volume
5.70 yd³
4.361 m³ placed+waste
Order weight
23,100 lb
10,478 kg
80 lb bags
257
7 pallets at 42 bags
60 lb bags
343
0.45 ft³ yield each
Rebar
478.00 ft
37 × 20 ft · 37 × 6 m · 351 lb
Ready-mix vs bags
$941.11
Truck $941.11 · 80 lb bags $1,734.75
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 | 5.19 yd³ | 10% | 5.70 yd³ / 4.361 m³ | USD | $941.11 | 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 | 233.3 bags | 10% | 257 bags | USD | $1,734.75 | Source Spec Material / Tool |
| 60 lb pre-mix bags | 311.1 bags | 10% | 343 bags | USD | $1,852.20 | Source Spec Material / Tool |
| #4 rebar sticks, 20 ft | 37 sticks | 10% | 41 sticks / 37 × 6 m | USD | $574.00 | Source Spec Material / Tool |
| Rebar chairs | 170 crossings | 10% | 187 chairs | USD | $52.36 | Source Spec Material / Tool |
| Tie wire rolls | 170 ties | 10% | 1 rolls | USD | $8.00 | Source Spec Material / Tool |
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Ready-mix truck
$941.11
0.57 nominal 10 yd³ loads · 1 to order
80 lb bags
$1,734.75
60 lb alternative $1,852.20 · delivery weight 23,100 lb
| Thickness | Order yd³ | Order m³ | 80 lb bags | Rebar ft | Ready-mix | 80 lb cost |
|---|---|---|---|---|---|---|
| 4 in | 4.56 | 3.489 | 206 | 526 | $752.89 | $1,390.50 |
| 5 in | 5.70 | 4.361 | 257 | 526 | $941.11 | $1,734.75 |
| 6 in | 6.84 | 5.233 | 308 | 526 | $1,129.33 | $2,079.00 |
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 24 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 helps you determine the requirements for a residential slab measuring 14 ft by 24 ft and 5 inches in thickness, reinforced with #4 bars spaced at 18 inches. Please note that soil design considerations are excluded from this calculation.
For compliance with the International Residential Code (IRC) R506, ensure that all local building codes and regulations are followed when designing and constructing your slab.
Code reference
IRC R506
Field questions
- What is the thickness of the slab?
- The slab is designed to be 5 inches thick.
- What type of reinforcement is used?
- The slab is reinforced with #4 bars spaced at 18 inches.
- Is soil design included in this calculation?
- No, soil design considerations are excluded from this calculation.
- What are the dimensions of the slab?
- The dimensions of the slab are 14 ft by 24 ft.
- Which code should I refer to for slab design?
- Refer to IRC R506 for compliance in slab design.
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