(303) 569-4046 Serving Denver & the Front Range Licensed, Bonded & Insured
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Loading Docks & Zones in Highlands Ranch, Colorado
Highlands Ranch, Colorado

Highlands Ranch Loading Dock Concrete

Approach slabs, dolly pads, and leveler pits built for the February morning when everything is glazed over.

Six in the morning, third week of February. The apron is glazed from meltwater that ran off a trailer roof at four the previous afternoon and froze overnight. A driver backs in a few degrees off, landing gear drops onto a slab already spalled along the edge, and a pallet jack catches the lip at the door. That is how a dock turns expensive.

Everything difficult about a loading dock happens in winter, and everything that makes winter survivable gets decided the day the approach slab goes in. Thickness for trailer loads. Fall that carries water away from the door rather than pooling at it. Edges built to take steel plates and jack stands. We rebuild approaches, dolly pads, and leveler pits for warehouses, retail backs, and service buildings across the south metro.

8"approach slab thickness under trailer loads
48"typical dock height for over-the-road trailers
1-2%fall we build away from the dock face
28 daysbefore trailers work a new approach

What actually loads a dock slab

A dock approach carries weight nothing else on your property sees. Start with the trailer. Landing gear sets the front of a loaded box on two small pads, sometimes for hours, sometimes overnight, and every driver stops within a foot of the same spot. Add the tractor working in and out, the forklift crossing the leveler plate with a full pallet, and the jack stands drivers drop when they drop a trailer.

Then the geometry fights you. The approach is restrained by the building on one side and free on the other, it slopes, and it has a pit cut through the middle. Restraint plus point loads plus a joint in the wrong place equals a crack, every time. So we thicken the slab, run heavier steel at closer spacing than anywhere else on a site, keep saw cuts out of the wheel paths, and dowel the approach into the truck court so the two move together instead of arguing.

Base work is the quiet half of it. Eight inches of concrete sitting on a sub-base nobody compacted is just a thicker thing to crack.

Where winter attacks a dock

Cold-weather failure points and what we do at each one during construction
SpotWhat winter does to itHow we build against it
Dock face and bumper lineMelt runs off trailers, freezes against the wall, and works the edge apartAir-entrained mix, thickened edge, and the joint held back off the face
Leveler pit rimSalt tracked in on tires collects in the pit and eats the cornerSteel angle set flush, a no-chloride policy, and pit drains kept clear
Apron surfaceSheet ice forms anywhere water has no way to leaveOne to two percent fall away from the building. Flat aprons never happen.
Landing gear footprintFrozen ground heaves, thaws soft, and the gear punches inExtra thickness and heavy steel wherever trailers routinely sit
Trench drain at the toeFreezes over, backs up, and floods the pit at the worst hourCorrect fall into it, cleaned before the season, and a grate a plow won't catch
Truck court jointsWater enters, freezes, and pops the joint edges apartSealed joints and a saw schedule that leaves clean arrises, not ragged ones
Dock apron falling apart before winter?

We'll look at it with your receiving schedule in hand and lay out a bay-by-bay plan that keeps trucks coming while the work happens.

Rebuilding a dock without shutting down receiving

Nobody can give up their receiving door for three weeks. So we work position by position. One bay comes out, gets rebuilt, and returns to service before we touch the next, with plates and a temporary ramp keeping its neighbors usable. Placements land at night or on a Saturday when carriers can't flex, and demolition happens the evening before so the noise lands while the building is empty.

Coordination is the other half of the job. Leveler suppliers, bumper hardware, electricians pulling conduit to a powered unit, sometimes a steel crew on the frame, all of them touch the same three feet of concrete. We ask for submittals early and set the embeds ourselves instead of letting somebody chip them in afterward. Anything an inspector has to see before it disappears gets scheduled with the same attention as the mix.

Most dock work here sits on service and retail buildings at the commercial edges of the community, behind the parcels serving Eastridge, Southridge, and The Hearth. Those buildings can differ in age by twenty years and still share one failure: an apron poured at parking-lot thickness that was never going to survive trailers.

Look at where the trailers park and you can see two dark half circles in the concrete. That's the landing gear print. On a thin apron those turn into cracks that curve back toward the building, and once they start curving, the only question left is when you're replacing it.Straight from the crew

Scope of a dock approach rebuild

  • Saw-cut removal of the failed apron along with the base under it
  • Sub-base rebuilt in lifts and compacted, verified before steel lands
  • Bar steel on chairs at tight spacing, doweled into the adjacent truck court
  • Pit dimensions, embeds, and conduit set to the leveler supplier's drawings
  • Thickened edge at the dock face with the joint pulled off the wall
  • One to two percent fall away from the building, checked with a level
  • Trench drain or inlet tied in and running before we call it finished
  • Plates, ramps, and barricades handled so neighboring bays keep working
Highlands Ranch Loading Docks

Loading Docks in Highlands Ranch

Still unsure about something?

Call the crew at (303) 569-4046 and we will talk it through.

Eight inches is where we start, with bar steel on a tight grid and thickened edges at the dock face. That isn't overbuilding. A parked trailer sets its landing gear on two small pads and can sit loaded for hours, and every driver stops in nearly the same place. Thin that slab and you'll be looking at crescent cracks inside two winters.

Yes, when you have more than one dock position. We rebuild a single bay at a time, keep plates and a temporary ramp for the positions still running, and pour nights or weekends when your carriers can't move. Single-dock buildings get the shortest outage we can design, planned around your inbound schedule rather than around ours.

We pour it, and we run the sequence with whoever supplies the leveler. Pit dimensions, the embedded angle, the anchor pattern, and conduit for a powered unit all have to be right before concrete goes in, because chipping a finished pit to fit hardware is miserable work and it weakens the rim. Submittals in hand before we form, always.

Point loads plus a restrained corner. The trailer concentrates weight in one spot, the slab wants to flex, and the building holds that corner still. Add a base that settled half an inch and the concrete quits right there. It's the most predictable crack pattern in commercial work, and it means the apron was built like a parking stall.

Stop the water before it gets there. Clear snow off the apron before it melts and refreezes, keep the trench and pit drains open, and leave chloride ice melt off new concrete through the first winter. Sand plus a good scraper covers traction. Show your plow driver where the leveler edge and the grate sit before the first storm, not after it.

Spring through early fall gives the widest window and the cleanest cure, and September is our favorite month for it. Winter phases can work using heated water and blankets, though a dock is a rough place to fight the cold: the pour is thick, congested with steel, and hard to keep warm evenly. If April will do, take April.
Finished concrete project at a Colorado home

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