16 by 16 ft slab at 6 inches
Calculate the specifications for a residential slab measuring 16 ft by 16 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
6.44 yd³
4.921 m³ placed+waste
Order weight
26,070 lb
11,825 kg
80 lb bags
290
7 pallets at 42 bags
60 lb bags
387
0.45 ft³ yield each
Rebar
480.00 ft
30 × 20 ft · 30 × 6 m · 353 lb
Ready-mix vs bags
$1,062.11
Truck $1,062.11 · 80 lb bags $1,957.50
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 | 5.85 yd³ | 10% | 6.44 yd³ / 4.921 m³ | USD | $1,062.11 | 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 | 263.3 bags | 10% | 290 bags | USD | $1,957.50 | Source Spec Material / Tool |
| 60 lb pre-mix bags | 351.1 bags | 10% | 387 bags | USD | $2,089.80 | Source Spec Material / Tool |
| #4 rebar sticks, 20 ft | 30 sticks | 10% | 33 sticks / 30 × 6 m | USD | $462.00 | Source Spec Material / Tool |
| Rebar chairs | 121 crossings | 10% | 134 chairs | USD | $37.52 | Source Spec Material / Tool |
| Tie wire rolls | 121 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
$1,062.11
0.64 nominal 10 yd³ loads · 1 to order
80 lb bags
$1,957.50
60 lb alternative $2,089.80 · delivery weight 26,070 lb
| Thickness | Order yd³ | Order m³ | 80 lb bags | Rebar ft | Ready-mix | 80 lb cost |
|---|---|---|---|---|---|---|
| 4 in | 5.11 | 3.904 | 230 | 528 | $842.52 | $1,552.50 |
| 5 in | 5.77 | 4.413 | 260 | 528 | $952.31 | $1,755.00 |
| 6 in | 6.44 | 4.921 | 290 | 528 | $1,062.11 | $1,957.50 |
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: 16 by 16 ft slab at 6 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 concrete slab measuring 16 ft by 16 ft with a thickness of 6 inches. The slab reinforcement includes #4 rebar spaced at 18 inches on center.
Please note that soil design considerations are excluded from this calculation. It is essential to evaluate the soil conditions separately to ensure proper support for the slab.
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 calculation?
- Soil design is a separate consideration that must be evaluated based on local soil conditions, which can affect the load-bearing capacity of the slab.
- What does IRC R506 cover?
- IRC R506 provides guidelines for the design and construction of concrete slabs on grade, including specifications for reinforcement, thickness, and other important factors.