What the pad will carry, and what the ground has to do to carry it — decided before any concrete is ordered.
A concrete pad is one of the simplest things we build and one of the easiest to get wrong. The slab that supports a garden shed is not the slab that supports a filled hot tub, and neither is the slab that belongs under a standby generator — even when all three measure the same on paper.
Most property owners come to us with a delivery date. The tub arrives in three weeks, the shed is on order, the electrician needs the generator set before inspection. The question they ask is what it costs per square foot. The question that decides the outcome is what the pad will carry, and whether the ground beneath it can hold that load without moving.
Centreville Elite Concrete specifies poured concrete pads before pricing them. What sits under a slab — soil, base, and water — determines what that slab does for the next thirty years.
Pads are rarely built for their own sake. They get built because something is about to be set on them, and the equipment arrives whether or not the ground is ready.
A hot tub or spa is on order. Filled and occupied weight concentrates on a small footprint, and the pad must be flat, supported, and drained.
A shed, workshop, or storage building is going in. The building needs a level base with defined edges, and moisture beneath the floor becomes permanent if the slab sits too low.
A generator, AC condenser, or utility unit is being installed or replaced. Small pads, but manufacturer clearances, vibration, and service access constrain the layout.
Outdoor use is expanding. A grill area, seating pad, or hoop pad extends usable space past the existing patio or driveway.
An existing pad has failed or is undersized. It has settled, cracked through, or was poured too small for what now sits on it.
Two Approaches to the Same Pad
Both produce a slab. They differ in what determines the specification.
Decision Factor
| Our Approach | Typical Contractor Approach |
|---|---|---|
Basis of the specification | The object, its filled or operating weight, and its footprint | Pad sized to the object's dimensions with a general-purpose thickness |
Subgrade and base | Support verified, unsuitable material corrected, aggregate base compacted in lifts | Standard base depth applied across most residential pads |
Thickness and reinforcement | Matched to the expected load and use for this pad | Common residential defaults carried job to job |
Water and pad elevation | Slope and height set relative to grade, structures, and where water already runs | Pad placed at existing grade with limited elevation planning |
Scope clarity | Excavation depth, base depth, thickness, reinforcement, and joints stated in writing | Square footage, finish, and price, with preparation described generally |
01
We start with the object, not the opening in the yard. A spa filled with water and people concentrates far more weight per square foot than a shed of identical footprint, and a generator applies a fixed, continuous load with vibration. Expected load drives thickness, reinforcement, and base depth — in that order.
02
Concrete performs the way the material under it performs. Topsoil, organic material, prior fill, and buried root systems will not provide uniform bearing, and they should be removed rather than compacted in place. Where soils vary across a small area, a pad is only as stable as its weakest support point.
03
A pad changes the surface it replaces. We trace existing grade, roof and downspout discharge, and the route water already takes before setting pad height and concrete pad drainage slope. Where a pad abuts a garage slab, walkway, or foundation wall, positive pitch away from the structure is a specification rather than a preference.
04
Equipment pads carry service clearances and electrical or plumbing rough-ins that must exist before forms are set. We confirm how the pad meets whatever it touches, since abutting an existing slab or foundation calls for an isolation joint, not a hard connection.
Manufacturer minimums are not project specifications. We size for the object plus service access, door swing, and the way people actually stand around it. Standard concrete pad sizes work when they happen to fit; large pads are better sized to the finished use than to a catalog dimension.
Precast pads are legitimate for small, light units on stable, well-drained ground — a condenser, for instance. They are the wrong choice where loads concentrate, soils vary, or the pad must tie into a drainage plan. If your site favors precast, we will tell you.
These serve different purposes and are not interchangeable. Fiber addresses early shrinkage behavior; welded wire reinforcement and rebar carry structural roles at different scales. Selection follows load and slab geometry, and reinforcement supports the design rather than substituting for base preparation.
A pad that has settled uniformly is a different candidate from one that has cracked and separated. Extending a sound pad is often practical. Matching a failing one rarely is.
Unsuitable material comes out, and graded aggregate goes in and is compacted in lifts rather than one pass. Compaction in shallow layers produces more consistent density through the full depth, which is what keeps a short-span pad from settling unevenly.
Thickness is a load decision. A pad carrying a filled spa is specified differently from one carrying a storage shed. Added thickness does not compensate for a poorly supported base — the two are specified together, or neither performs.
Concrete shrinks as it cures, and small pads are not exempt. Isolation joints separate the pad from adjacent structures so independent movement does not transfer stress across the connection. Contraction joints, where proportions call for them, help influence where shrinkage movement is accommodated.
Exterior flatwork in this climate benefits from air-entrained concrete, which improves resistance to freeze-thaw cycling and surface scaling. Curing controls moisture loss during early strength gain. A pad rushed through curing can look finished and still underperform for the rest of its life.
01
We confirm the object, its load, clearances, and utility locations, then stake the pad and establish finish elevation relative to surrounding grade and structures.
02
Vegetation, topsoil, and unsuitable material are excavated to the depth the specification requires. Subgrade condition is verified before anything is placed on it.
03
Graded aggregate is placed in lifts and mechanically compacted. Base depth and finished base elevation are checked before forming begins.
04
Forms are set to the planned slope and grade is verified across the pad. Reinforcement is positioned and supported at its specified depth rather than pulled up during placement.
05
Concrete is placed, consolidated, screeded, and floated. Surface texture is applied within the finishing window appropriate to that day's conditions.
06
Joints are cut on schedule, curing protection is applied, and we tell you specifically when the pad may be walked on and when it may be loaded.
It depends on what sits on it. Light storage buildings, spa installations, and equipment pads are specified differently, and thickness is set alongside base depth and reinforcement rather than chosen alone. A contractor quoting thickness before asking about load is guessing.
Sometimes, though it is less often the right answer than homeowners expect. An overlay depends on the condition of the substrate beneath it, and pouring over a slab that is cracked, settling, or poorly supported tends to carry the same problem upward. The existing pad should be evaluated first.
For a small, light unit on stable, well-drained ground, precast can be appropriate and less expensive. Where loads concentrate, soils vary, or the pad must tie into a drainage plan, a poured slab is correct. We are willing to recommend the cheaper option when the site supports it.
Walking access comes well before load readiness. Concrete continues gaining strength after finishing, and the interval before a heavy or filled load is placed depends on the mix, specification, and weather during curing. We give you a date, not a guess.
Concrete shrinks, and small slabs face the same forces as large ones. Planned joints and consistent support influence where movement is accommodated and how visible it becomes. Fine surface cracks are common; separation, displacement, or settlement is a different matter and should be evaluated.
Yes, though not usually a drain line. It needs elevation above the surrounding grade and enough slope to move water off the surface and away from the building. A pad sitting in a low spot keeps a shed floor damp regardless of how well the slab itself was poured.
Before you commit to a spa, a shed, or a generator installation, it is worth knowing what the ground beneath it will support. We walk the site with you in Centreville, evaluate soil, drainage, load, and existing conditions, and provide a written specification — excavation depth, base, thickness, reinforcement, and joints — that you can compare line by line against any bid you receive, including ours.