10 by 30 ft slab at 6 inches
Calculate the requirements for a residential slab measuring 10 ft by 30 ft at 6 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
7.66 yd³
5.856 m³ placed+waste
Order weight
31,020 lb
14,070 kg
80 lb bags
345
9 pallets at 42 bags
60 lb bags
460
0.45 ft³ yield each
Rebar
580.00 ft
43 × 20 ft · 45 × 6 m · 426 lb
Ready-mix vs bags
$1,263.78
Truck $1,263.78 · 80 lb bags $2,328.75
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 | 6.96 yd³ | 10% | 7.66 yd³ / 5.856 m³ | USD | $1,263.78 | 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 | 313.3 bags | 10% | 345 bags | USD | $2,328.75 | Source Spec Material / Tool |
| 60 lb pre-mix bags | 417.8 bags | 10% | 460 bags | USD | $2,484.00 | Source Spec Material / Tool |
| #4 rebar sticks, 20 ft | 43 sticks | 10% | 48 sticks / 45 × 6 m | USD | $672.00 | Source Spec Material / Tool |
| Rebar chairs | 147 crossings | 10% | 162 chairs | USD | $45.36 | Source Spec Material / Tool |
| Tie wire rolls | 147 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
$1,263.78
0.77 nominal 10 yd³ loads · 1 to order
80 lb bags
$2,328.75
60 lb alternative $2,484.00 · delivery weight 31,020 lb
| Thickness | Order yd³ | Order m³ | 80 lb bags | Rebar ft | Ready-mix | 80 lb cost |
|---|---|---|---|---|---|---|
| 4 in | 6.14 | 4.693 | 277 | 638 | $1,012.81 | $1,869.75 |
| 5 in | 6.90 | 5.274 | 311 | 638 | $1,138.30 | $2,099.25 |
| 6 in | 7.66 | 5.856 | 345 | 638 | $1,263.78 | $2,328.75 |
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: 10 by 30 ft slab at 6 inches
Prepared by
Date
Verified by (PE / electrician / inspector)
License number
Signature
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 the design of a residential slab measuring 10 ft by 30 ft with a thickness of 6 inches. The slab incorporates #4 reinforcement bars spaced at 18 inches on center. Please note that soil design considerations are excluded from this calculation.
Refer to the International Residential Code (IRC) Section R506 for guidelines on slab-on-ground foundations to ensure compliance with local building codes.
Code reference
IRC R506
Field questions
- What is the purpose of using #4 bars in the slab?
- The #4 bars provide tensile strength to the concrete slab, helping to control cracking and improve load distribution.
- Why is soil design excluded from this calculator?
- Soil design is a complex process that requires site-specific analysis and is dependent on various factors such as soil type, moisture content, and load-bearing capacity.
- How do I ensure my slab meets IRC R506 standards?
- To ensure compliance with IRC R506, follow the guidelines for slab thickness, reinforcement, and placement as outlined in the code, and consult with a qualified professional for site-specific requirements.