We are a concrete contractor in Marietta, Georgia, and warehouse and distribution work is much of what we pour. That covers slab on grade for storage and staging floors, truck aprons, dock approaches, and the sidewalk runs that tie a building to its parking. Rebar and wire mesh go in to the drawings, not to whatever showed up on the truck. Weight is the first question we ask. Loaded floors and yard traffic decide how a slab gets built, so we design for what will actually roll across it.
Marietta Square is the historic downtown core, ringed by retail and restaurant frontage, and the commuter corridors run out toward Atlanta. Both shape when a pour can happen. We schedule around traffic rather than pretending it is not there, and we keep access open where a business still needs its doors used during the day. Our service area covers Marietta, Smyrna, Kennesaw, Roswell, Atlanta and the rest of metro Atlanta, and every one of them gets the same crew and the same terms.
Warehouse floors are not all we pour. Concrete driveways, patios, sidewalk installation, stamped concrete for retail frontage, exposed aggregate and colored concrete come off the same trucks and the same hands. The habits carry over: subgrade compacted before anyone talks about finish, joints cut on time, water moving where it should rather than standing in the middle of a bay. A crew that rushes the base ends up back at that slab, and we would rather build it once. Call for a free estimate.
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Warehouse and distribution slabs carry loads a house slab never sees: loaded forklifts, pallet racking bearing on point loads, trailers swinging hard into dock doors. The work covers the interior slab, the truck apron, the drive lanes and the yard, plus the walkways that tie the building to its parking. Thickness, mix, reinforcement and joint layout all get set by what will actually roll across the surface. That is the job in one sentence.
Subgrade comes first, and it decides more than the concrete does. We proof roll it, correct the soft spots, and compact in lifts before anything gets formed. Rebar or wire mesh goes in on chairs at the specified depth, tied down, not laid on the dirt and tugged upward during the pour. Forms get shot for grade so water leaves the building instead of standing at a dock. Then we place, screed, float and finish to the flatness the racking needs.
Sidewalk scope on a commercial building is real work, not something tacked on at the end. A concrete sidewalk running from employee parking to the door wants different thickness and tighter control joints than a drive lane, and the transitions between them matter. Some owners want stamped concrete or colored concrete at the office entry so the front of the building reads differently from the yard. Stamped and exposed aggregate both hold up there. The truck side stays plain and broom finished.
Failures on these slabs are boring and predictable. Slab poured too thin for the wheel loads it actually sees. Joints cut a day late, so the concrete picks its own cracks instead. Reinforcement lying flat on the ground, doing nothing at all. Subgrade that was never properly compacted, settling first under the heaviest traffic lane. Curling at the joints where the top dried faster than the bottom. Nearly all of it traces to the two days before the truck arrived.
Distribution sites rarely shut down for us, so the pours get phased. We work in sections that keep dock doors and at least one drive lane usable, and we set the schedule around the shifts that matter to you. Freight into Marietta moves on commuter corridors running toward Atlanta, which shapes what hours trucks can realistically come and go. Curing is not negotiable. New concrete needs its time before loads go on it, and rushing that is how a slab gets bought twice.
Hiring a concrete contractor for commercial concrete is mostly about who will tell you the truth on subgrade and thickness before anyone orders mud. Ask what reinforcement is going in, at what depth, and where the joints will fall. We do this work across Marietta, from the retail and restaurant frontage around the historic Square to the industrial buildings and loading yards further out, and the approach does not change with the address. Call for a free estimate on the slab, the apron and the sidewalks.
We walk the site with you and measure the actual pour area, not the number on a drawing. Where trucks enter, how tight the turn is, which way water runs off the pad. We check the existing slab edge, probe the subgrade for soft spots, and note downspout discharge and buried utilities. Access matters here, since the corridors running toward Atlanta stay busy. That walk sets the scope for the concrete installation, including tie-ins at driveways and adjacent sidewalks.
Everything goes in writing before anyone breaks ground: slab thickness, mix strength, reinforcement and spacing, joint layout, finish, demolition and haul-off. Line by line, so you can see what you are paying for and what you are not. Permitting for this work runs through the City of Marietta, and we pull what the scope calls for and build to the approved plan. Right-of-way work at the public walk gets its own review. Nothing starts until you sign the scope.
Saw cutting comes first, so the old slab breaks at a clean vertical edge instead of tearing into concrete you are keeping. We break out, load and haul the debris off, then get into the part that decides how long the pad lasts. Soft subgrade gets undercut and replaced with graded aggregate, compacted in lifts and proof rolled. Near the Square, where retail frontage sits tight to the work, we keep a walking route open through demolition.
Forms are set to grade with real fall built in, because a flat pad holds water and a slab that holds water spalls. Steel sits on chairs in the middle third of the slab, rebar where loads are heavy, wire mesh on lighter flatwork. Dowels tie construction joints, isolation joints go around columns and footings. A concrete driveway approach taking loaded trucks gets thickened edges. We place from the truck at the specified slump and do not add water to make it move easier.
Finish depends on the surface. Interior warehouse slab gets power floated and hard troweled flat for pallet jacks and lift traffic. Exterior flatwork gets a broom finish for traction when wet. Control joints are cut while the slab is still green, before shrinkage cracking picks its own line. Curing compound or wet cure follows, both of which matter more than most people think. Then we walk it with you: joint layout, drainage under a hose, and when the pad can carry traffic.
Price comes from conditions on the ground, not from a rate card. Two slabs with identical dimensions can land in different places once we see what the site actually asks for. Here is what moves a number up or down, and most of it you can check yourself before anyone quotes you.
| What changes the price | Which way | Why |
|---|---|---|
| Old slab already in place | costs more | Breaking out and hauling concrete is a full job of its own before any pour begins. |
| Clear truck access to the work | costs less | A mixer that backs in within chute reach saves buggying or pumping every yard by hand. |
| Thickness the loading calls for | costs more | Truck and forklift traffic needs far more depth than a walkway or patio does. |
| Rebar instead of wire mesh | costs more | Heavier steel on tighter centers, tied on site, adds both material and hours. |
| Water standing after a rain | costs more | That means grading, drains, or a corrected slope before we set a single form. |
| Utilities or old footings underneath | costs more | Lines get located and dug around carefully, which is slow work. |
| Stamped, colored, or exposed aggregate finish | costs more | Decorative flatwork puts more hands on the slab during a narrow finishing window. |
| Staging off a busy commuter corridor toward Atlanta | costs more | Traffic control and tight delivery timing shape how the pour has to run. |
When you compare bids, read past the total. Check the slab thickness, the reinforcement spec, the subgrade prep, the joint layout, and whether demolition and haul off are inside the number or waiting outside it. Call us for a free estimate.
We work in bays around it. The floor gets broken into pours sized to what you can empty and fence off, with construction joints landing under rack lines or in aisles where forklifts cross least. Rebar dowels tie each new pour into the existing slab. Racking that has to stay loaded gets a keep-out margin, and we come back for those strips once it clears.
It depends on the lift truck, the rack post loads and what the subgrade will carry, so the thickness comes off the structural engineer's drawings rather than a rule of thumb. We build to that and confirm it as the pour goes down. Heavier point loads usually mean a thicker slab, a stiffer subbase and more reinforcement, whether that is rebar mats or wire mesh.
Yes. Dock aprons, ramps, truck courts and the approach slabs that take trailer landing gear are regular commercial concrete work for us, in Marietta and out through metro Atlanta as far as Kennesaw. Aprons see different loads than the floor inside, so they run thicker, carry heavier reinforcement, and get sloped to drain away from the dock face and the seals.
Plan on the slab being off limits to traffic well past the point it looks dry. We keep it wet or covered while it gains strength, then go by cylinder breaks and the mix design instead of the calendar. Light foot traffic returns first, then wheeled loads, then racking and loaded lift trucks last. Saw cutting runs early, on its own schedule.
Yes. Joint repair has a small footprint: we cone off a run, cut back the spalled edge, and fill with a semi-rigid material built to carry wheel traffic across the joint again. Crews can work nights or between shifts around your picking lanes. What we will not do is share a lane with lift trucks, so each section stays closed until the fill sets.
Flat enough for whatever equipment you run, provided the target is set before we pour. Defined-traffic aisles hold tighter tolerances than open floor, and that changes how we place, strike off and finish the slab. Checking is done with a profileograph or straightedge against the F-number targets on the drawings, taken soon after placement so anything out of tolerance gets ground while access is still open.