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Mudjacking & Slab Jacking in Arvada, Colorado
Arvada, Colorado

Arvada Mudjacking and Slab Lifting

A mud pump is the right tool on a thick old slab over a washed-out void, and the wrong one almost everywhere else.

Somebody is going to tell you that sunken walk has to come out. Sometimes that's right. On the older side of Arvada it usually isn't, because the concrete is still thick, still flat, and still strong. It just isn't where it used to be. Pumping a sand and cement slurry underneath puts it back, and the job is done before the afternoon is.

The pumping isn't the interesting part. The sorting is. We run slurry, we run polyurethane, and we run a saw and a skid steer, and picking wrong wastes money in a way you won't notice for two years. So most of this page is about how that choice gets made here, where a slab near Olde Town is a different animal from one out past Leyden Rock.

What the slab has to be able to take before we pump

Slurry is heavy and the cores are wide. Those two facts pick the candidates.
What we findThe slurry answerWhat we'd run instead
Thick older slab over a washed-out voidIdeal. Big cavity, inexpensive fill, one visit.Nothing. This is the job a mud pump was built for.
Thin panel, no steel, edges already chippingRisky. The core spalls and pump pressure can split it.Polyurethane through a much smaller port, or replace the panel
Newer slab over deep fill that's still consolidatingPoor. You're adding dead load to soil that's already losing volume.Polyurethane, which adds almost no weight
Panel butted tight against a foundation wallCase by case. We work the lift from the far edge.Foam, so nothing heavy lands beside the footing
Slab broken into three or more loose piecesNo. You'd lift pieces, not a slab.Tear it out and pour a new panel

Why a mud pump still earns its keep on the established blocks

The slurry is sand, portland cement, and water, mixed on site to whatever consistency the cavity underneath is asking for. It goes in through cores about the width of a quarter, a few gallons at a time, and fills the space with something close to the density of the dirt that used to be there. When a void is large and open, slurry is by far the cheapest way to put mass back under a slab.

The older parts of town keep producing that exact kind of void. Thirty years of downspout discharge landing beside a porch, a lawn graded the wrong way, an irrigation line weeping quietly for decades. Water carves a pocket, runoff enlarges it, and one wet April the slab drops into it. The concrete never failed. Something moved the ground out from under it.

We lift in small stages against a laser, checking the joint on both sides between shots. Overshooting a panel is worse than not lifting it, because coming back down is not an option.

Between the first drill bit and the last plug

  • The water path gets walked first: downspouts, splash blocks, the low side of the yard, where the sprinklers land
  • Laser grade shots to measure the real drop instead of the drop your eye reports
  • Core layout chalked out, spaced to reach the whole cavity without weakening the panel
  • Cores drilled, void probed for depth, slurry mixed to match what we find
  • Slow pumping in stages, string line across the joint, nobody chasing the last eighth of an inch
  • Cores packed with dry-pack, troweled flush, joints cleaned and left ready for sealant
  • A written note on what caused the void, because a lift does not fix a downspout
Not sure whether yours is a lift or a tear-out?

Tell us the slab thickness, how far it dropped, and what sits uphill of it. That's usually enough for a straight answer. (303) 569-4046.

Lift it, or pour a new one

Here's the honest comparison. A lift takes a few hours, no demolition, no haul-off, no cure, and you're walking on it that evening. A replacement means a week of hole where your driveway was, seven days before a car, twenty-eight before anything heavy. The price gap is wide enough that people assume a catch.

The catch is that a lift only buys back elevation. It does nothing for a scaling surface, nothing for a panel cracked into pieces, and nothing about whatever moved the soil. If your concrete has fifteen good years left and the only problem is elevation, lifting is the obvious call. If the surface is already sanding off under a broom and the joints have crumbled, you'd be paying to raise something you'll replace anyway.

The two-lift job is where we argue. Dropped once, pumped, dropped again, and we stop selling lifts. The ground is telling you something. Fix the drainage and pour new concrete on a proper base.

The pumping calendar at 5,344 feet

Slurry is cement, so it plays by cement rules. The ground and the slab both need to be above freezing while it sets, which puts the reliable season somewhere between March and late November. October and early November get busy, because people see the drop clearly once the leaves are down and want it handled before snow buries it.

Spring is the most honest month to pump. The soil is at its wettest, any cavity is fully open, and what you lift in April tends to stay lifted. We won't pump into standing water, though. Let a flooded void drain for two dry days first, or the slurry thins out right where support matters most.

Deep winter, we stop pumping mud and switch to polyurethane, which doesn't care what the thermometer says. On a freshly raised slab, treat the plugs like new concrete: shovel, sand, no magnesium chloride.

Arvada Mudjacking

Mudjacking in Arvada

Still unsure about something?

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

Volume and thickness. If the cavity is big and the slab is heavy old concrete that takes a wide core without chipping, slurry puts the most material down there for the least money. Foam wins when the slab is thin, access is tight, or the ground underneath can't accept any extra weight.

It usually rules out mud. A core that wide in a thin unreinforced panel removes a real share of what holds the slab together, and pump pressure has less concrete to push against. We'd look at polyurethane through a smaller port, or replacing the run if the edges are already breaking up.

It matters a lot out west. Slurry weighs roughly what soil weighs, so you're placing real dead load under the slab. Over native ground with a washed-out pocket, that's exactly right. Over deep fill that's still consolidating, you're loading the material that's already giving way. That's when we push you toward foam.

A good lift reads as a level, tight walk with a row of small patched cores. Inspectors know what those are, and they aren't a flag. An unaddressed trip hazard is. We hand you a note describing what got lifted and why, which is easier to pass to a buyer than an explanation.

Give it two dry days if you can. Pumping into a flooded cavity waters down the slurry exactly where the support has to be strongest. That puddle is also our best clue, since it marks the low point and usually points straight at whatever keeps dumping water there.

Related, and the rocking is the more useful symptom. A slab that moves underfoot is bridging an open cavity instead of resting on soil, so the void is real and probably bigger than the drop suggests. Those lift beautifully, and the rocking stops the moment the space is full.

It can if you're careless, which is why we pump in stages and watch both joints. Material follows the easiest path, and an open joint is one of those. Where two panels share a cavity we'll often bring both up a little rather than force one and leave a lip at the seam.
Finished concrete project at a Colorado home

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