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

Parker Loading Dock Concrete Contractors

Trailer landing gear puts a building's worth of load on four square inches, and it does it in the same spot every day.

The decision usually arrives disguised as a repair. Something at the dock is broken, a bid gets requested, and only partway through the conversation does it turn out the real question is bigger: does this building need a proper depressed dock, or does it need a better ramp, or does it just need the approach rebuilt so trailers stop wrecking it every year?

We pour dock approaches, leveler pits, depressed docks, and grade-level ramps for warehouses, distribution and service buildings, and general contractors around Parker. Before we quote anything we want to know what shows up at your building, how often, and whether the truck backing in is a semi with a forty-eight-foot trailer or a straight truck with a lift gate. Those two answers point at completely different concrete.

Which dock arrangement fits your operation

The options we lay out before anybody prices concrete
ArrangementRight whenWhat it costs you
Depressed dock with a leveler pitSemi trailers, daily volume, forklift loading in and out of the trailerMost excavation, most coordination, best throughput
Grade-level door with an exterior rampMixed vehicles, room to run a long ramp, moderate volumeCheaper to build, slower to load, ramp needs winter attention
Dock lift at a grade-level doorOccasional trailers, tight site with no room for a rampEquipment cost and maintenance instead of concrete volume
Rebuild the approach onlyDock itself is sound, the pavement in front of it is failingFixes the actual failure for a fraction of a full dock
Add a second position to an existing dockTrucks are queuing and the building side supports itStructural work at the wall, plus a long shutdown of one bay

The approach is the part that fails, not the dock

Ask a property manager which part of the dock they've paid to fix and the answer is almost never the pit. It's the pavement in front of it. Here's why. A trailer backs in, drops its landing gear, and parks. That gear concentrates enormous load onto two small pads, in the same tire tracks and the same gear position, thousands of times over a slab's life. Add the tractor's drive axles braking on the same stretch and the constant twist of a rig turning to square up.

Standard parking-lot concrete cannot survive that, and neither can asphalt, which goes soft and dishes in July under a parked trailer. The approach in front of a dock needs its own design: thicker section, heavier bar on tighter centers, doweled joints so adjacent panels share load instead of stepping, and a length that covers the full parked position of the trailer rather than stopping ten feet out.

Slope matters as much as strength. The approach has to drain away from the pit, because a pit that collects water freezes in December and wrecks the leveler below it. We build fall away from the building and confirm the pit drain is real.

Dock approach breaking up again?

Send photos of the wheel tracks, the landing gear spots, and the pit. We'll tell you what's failing and what tier of fix it actually needs.

8"approach slab thickness under trailer parking positions
#5bar on tight centers, tied, with dowels at the joints
4,500 PSIexterior mix with entrained air for this duty
28 daysbefore a loaded trailer works off new concrete

Keeping the building shipping while we work

Nobody can pause receiving for three weeks. So dock work gets sequenced around your schedule, not ours. On a multi-position dock we take one bay at a time, wall it off, and hand it back before touching the next. On a single-position dock we look for a temporary answer: a grade door with a ramp, a cross-dock arrangement, or shifting deliveries to a satellite location for the duration.

Night and weekend work earns its cost here. Demolition is the loud, dusty part, and running it after hours means your shift never sees it. Pours are trickier after dark in Colorado because concrete placed into a cold night sets slowly and the finishing crew waits, so we prefer a Saturday morning pour over a midnight one when the calendar allows it.

Coordination is the other half. The equipment installer, the electrician running power to the leveler, the steel crew if a door opening changes, the striper at the end. Pour dates get set around embedded items, because chasing a leveler frame into cured concrete is a bad day. Winter jobs get heated water, blankets, and a longer barricade schedule.

What a dock approach rebuild includes

  • Confirm the trailer types and daily counts that actually use each position
  • Saw and remove the failed pavement out past the parked trailer position
  • Undercut and rebuild the base where landing gear has punched through
  • Set forms, dowels, and heavy bar with the drainage direction verified
  • Coordinate embedded angles, leveler frames, and conduit with the equipment installer
  • Place and finish with a broom texture for traction on a graded surface
  • Saw joints the same day and keep them out of the landing gear footprint
  • Reset bumpers, restripe the position, and hand over a written cure schedule
Parker Loading Docks

Loading Docks in Parker

Still unsure about something?

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

Eight inches is our starting point for anything that sees semi trailers, with number five bar on tight centers and dowels across the joints so load transfers between panels. Six inches can work at a light-duty position that only sees straight trucks. What we will not do is match the parking lot section and call it a dock approach, because that is the slab we get called back to replace.

Those are the landing gear pads. A parked trailer transfers its nose load through two small feet onto the slab, and that concentrated pressure repeats in nearly the same place every delivery. If the base under those spots is even slightly soft, the concrete punches down and cracks radiate out. Fixing it means rebuilding the support, not filling the crack.

Usually yes. Multi-position docks get done a bay at a time so the rest keeps running. Single-position buildings need a temporary plan, and we'll help you build one: a grade door with a portable ramp, a shifted delivery schedule, or off-hours receiving at another door. We need your peak shipping days in advance so the loud phases land somewhere harmless.

Yes, and we'll tell you when it's worth paying for. Demolition after hours is nearly always worth it because the noise and dust land outside your operating window. Overnight pours are a different calculation, since cold night air slows the set and stretches the finishing hours. A Saturday morning pour often gives you the same result for less.

It's a drainage problem that becomes a concrete problem. Either the approach falls toward the building instead of away, or the pit drain is plugged or was never connected. Water sitting in a pit through Front Range freeze-thaw wrecks the leveler, rusts the frame, and spalls the pit walls. We regrade the approach and verify the drain when we rebuild.

Excavation depth is the big one. A depressed dock means moving a lot of dirt, shoring near the building, and coordinating with the structure, and that dwarfs the concrete cost. After that it's thickness and steel, how many positions, whether equipment is being replaced at the same time, and how many phases you need to stay operational. Access for trucks and pumps matters too.

Passenger vehicles and empty foot traffic at seven days. Loaded trailers at twenty-eight, full stop, and that includes a trailer that will drop its landing gear on it. We know that's a long time to hold a position out of service, which is exactly why we plan the phasing before the first saw cut instead of after.
Finished concrete project at a Colorado home

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