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Mudjacking & Slab Jacking in Littleton, Colorado
Littleton, Colorado

Littleton Mudjacking and Slab Lifting

A sand and cement slurry pumped under a dropped panel, on a season that closes earlier than most people plan for.

There's a date we watch every autumn, and it isn't on any calendar you'd buy. It's the night the subgrade under your flatwork stops thawing out by lunch. After that, pumping slurry into ground that stays locked up is a waste of your money and our morning, so slab lifting in Littleton has a closing bell somewhere in late fall and a reopening in March.

People find that out the hard way. A walk sinks all summer, nobody minds, then somebody trips on it the week before company arrives in December. By then we're booking April. If you've been looking at a dipped panel since July, the useful move is calling in September, not the day the first real cold front comes through.

1-5/8"the core we drill, patched flush before we leave
3-6 ftgrid spacing across a settled panel
100 lbroughly what a cubic foot of slurry weighs
24 hrsbefore cars go back on a lifted drive

Why the calendar governs this work

Slurry is wet cement and sand. It has to flow into a void, spread, and then set, and none of that behaves the way it should when the dirt around it is frozen. Frozen ground also lies to you. It reads solid under the pump, gives a beautiful lift, then thaws in April and drops the panel right back where it started.

So we run the pump from the spring thaw through the last stretch of workable fall weather, and we schedule around soil temperature rather than air temperature. A fifty degree afternoon following four nights in the teens is not a pumping day. Late spring and early fall are the good ones: soft ground, long working light, cure that finishes before the overnight low matters.

Spring is also when settlement becomes obvious. Snowmelt saturates the fill under a slab, the fines wash out, and the panel finds its new elevation. That's why the phone rings in March about a walk that looked fine in November.

What a slurry lift asks of your slab and your ground

The physical facts of the method, and what each one means once the rig is parked
What we doWhat it means for you
DrillingCores at roughly an inch and five eighths through the slabYou'll see the patched circles up close, less so from the street
Hole patternA grid across the panel, tightened where the void is deepestMore holes on a long apron than on a single walk square
The materialSand, cement, and water, pumped as a heavy slurryIt fills and packs the void as much as it lifts the concrete
Soil demandThe ground has to carry the added weight of the fillVery soft or deep fill is a poor fit and we say so before drilling
CureThe slurry sets under the slab over the next dayWalk it that evening, drive it the following day
AfterwardCores patched with a color-matched mix, joints checkedThe panel is back at grade and the joint sheds water again

Where Littleton slabs drop, and what put them there

Location tells you a lot before we ever probe the base. Up along the slope in Ken Caryl the problem is usually moving water. Ground sheds toward the house from above, and whatever the grading was supposed to do, some of that flow ends up traveling along the underside of a drive or a patio instead of around it. That water carries fine material downhill with it, hole by hole, until a panel has nothing left holding its uphill corner.

Out on the flats around Columbine and Southbridge the story is older and quieter. Utility trenches were backfilled decades ago, the slab went over the top, and that backfill has been consolidating ever since. Highland Walk and The Hills at Piney Creek show a third pattern: newer construction, engineered pads, and settlement concentrated right where the deepest fill sits, often at a garage apron or the far corner of a patio.

None of it is random. Find the water and the fill, and you've found the panel that's going to move next.

Got a panel that's already tripping people?

We'll probe the base, tell you whether a slurry lift is the right call, and get you on the schedule before the ground closes for the year.

Lift day, from your kitchen window

  • Panels marked and elevations shot, so the target grade is decided before drilling
  • Sprinkler heads and shallow lines located and flagged along the pump route
  • Cores drilled on the grid, working from the low corner toward the high side
  • Slurry pumped in stages, checking the slab with a level between shots
  • Downspout discharge and grading reviewed, since water is what emptied the base
  • Cores patched flush, joints raked out and resealed where the lift opened them
  • Everything rinsed down and the drive swept before the rig pulls off
Littleton Mudjacking

Mudjacking in Littleton

Still unsure about something?

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

Sometimes, and it depends on the ground more than the date. If overnight lows have been mild and the subgrade is still workable, we can pump well into November. Once frost is holding in the top foot through the day, we stop, because a lift over frozen soil comes back down in spring. Call early in fall and you'll almost always get in.

Sand, portland cement, and water, mixed thick enough to push and thin enough to flow into a void. Figure roughly a hundred pounds per cubic foot in place. That weight is the honest limitation of this method: it works because the material packs the loose soil under your slab, but the soil still has to carry it. Weak, deep fill is a different conversation.

Almost certainly. Sheet flow off higher ground doesn't stop at the edge of a slab, it follows the easiest path, and the loose material under the concrete is easier than the compacted ground around it. Each storm takes a little more with it. Lifting the panel is the fix for today. Redirecting that water is the fix that keeps it lifted.

Just normal care. Shovel over them like any other part of the slab, keep salt off, and use sand for traction the first season. The patch mix is cement based and it dislikes deicers for the same reason new concrete does. If a plow blade crosses the panel, tell the operator where the fresh work is so nobody catches an edge.

Void size drives it more than square footage. A walk square that dropped half an inch takes a handful of holes and very little material. A garage apron with a foot of washed-out base under it takes a lot of both, and it goes in stages so we don't crack the slab pushing too hard too fast. Access and how many separate panels are involved fill out the rest.

Usually, yes. The rig stays at the truck and we run hose to the work, so the equipment problem is much smaller than it is for a tear-out. We walk the route first, look at gate width and grade, and mat anything soft. That reach advantage is a real reason to lift rather than replace on a tight or sloped lot.

Yes, and it's one of the better arguments for lifting over replacement in a shared space. We work a few panels at a time, keep the rest of the run open, and the section we finished this morning is walkable by afternoon. No demolition, no forms sitting out for a week, no barricades across a community path through a whole holiday weekend.
Finished concrete project at a Colorado home

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