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Concrete Retaining Walls in Aurora, Colorado
Aurora, Arapahoe County

Aurora Retaining Wall Contractors

A wall job is several separate pours, and only one of them looks like anything from the patio.

Homeowners picture one truck and one afternoon. A poured retaining wall is nothing like that. There's a day of digging and a bearing check at the bottom of the trench. A footing pour with steel left standing out of it. A day or two of setting and bracing forms that have to fight thousands of pounds of pressure from the inside. Then the wall itself. Then stripping, waterproofing, drain rock, and a backfill sequence that takes as much care as any of it.

This page walks that sequence, because knowing what each day is for makes it obvious where a cheap bid saved its money. We build engineered walls across Aurora, from terraced back yards out toward Tallyn's Reach to grade changes on newer lots around Southshore, and the order of operations barely changes from one to the next.

Day one is a trench and a decision

Before anybody talks about concrete, we cut the excavation and look at what the bucket brings up. The footing has to bear on material that carries the wall plus everything behind it, deep enough that frost isn't lifting one end in February. Soft trench bottom, or fill somebody dumped during the original grading, and we go deeper or rebuild the bearing. That call happens standing in the hole.

The footing gets formed, steel goes in tied and chaired, and vertical bar is left projecting at the design spacing. Those bars are the wall's connection to the ground. A wall poured onto a footing without them is a very heavy fence panel waiting for a wet spring.

Then the forms, which surprise people who've only watched flatwork go down. Fresh concrete pushes outward hard, harder the taller the wall, so bracing and ties get built like structure because for one afternoon that's what they are. A blowout is loud, expensive, and preventable with an extra hour of bracing.

What each stage is protecting

The sequence on a poured wall, and what a rushed version of each stage costs later
StageWhat has to be true before it startsWhat a rushed version looks like in two years
Excavation and bearing checkTrench cut to design depth, bottom firm and free of loose fillOne end of the wall settles and the top line goes wavy
Footing pourSteel tied, verticals set at design spacing, forms straight and to gradeA wall with no real tie to its base, rotating out at the bottom
Forming and bracingTies, walers, and braces sized for the height and the placement rateBulges, blowouts, and a face nobody wants to look at
Wall pourPlacement in lifts with each one consolidated before the nextHoneycomb voids in the face and weak spots hiding inside the wall
BackfillFree-draining rock against the wall, placed and compacted in liftsSettled ground above the wall and pressure the design never accounted for
Got a slope you want turned into usable yard?

We'll walk the grade with you, talk through height and drainage, and put an engineered number on it. Free estimate.

Pressure is the load, and gravel is how we get rid of it

A wall isn't really fighting dirt. It's fighting dirt plus whatever water that dirt is holding, and saturated soil pushes far harder than the same soil dry. That's why walls around here give up during a wet spring instead of a dry August. The ground sits frozen and quiet all winter, then a fast melt lands on soil that can't take it in, and the wall wakes up resisting a load nobody priced.

So the real work is giving water a faster route out than through the concrete. Free-draining rock in the zone right behind the wall, wrapped in fabric so silt doesn't clog it. A perforated pipe at the base with genuine fall to daylight. Weeps through the face so anything that gets past all that has a door. Backfill in lifts, compacted, never one dump from a bucket.

Taller walls and steeper slopes above them bring geogrid in: layers of reinforcement laid into the compacted fill so a block of soil behind the wall behaves as one mass instead of pressing as loose dirt. Our engineer sets where it goes and at what spacing. That's arithmetic off height, slope, and what gets parked above, not an upsell.

What we need in place before the pump arrives

  • An access route agreed on with you, and anything precious inside it moved first
  • Staging room for forms, rock, and a truck that will not be quiet
  • Utility locates current, especially irrigation mains crossing the wall line
  • Gates measured, because we'd rather know before pour day than during it
  • Neighbors given a heads up when a pump boom swings near a property line
  • A plan for where spoils go, since a wall excavation makes more dirt than people expect
Walls almost never come down because the concrete was bad. They come down because somebody backfilled with the same clay that came out of the hole and called it good.Our crew lead, after the walkthrough
Aurora Retaining Walls

Retaining Walls in Aurora

Still unsure about something?

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

Because concrete has to be consolidated, and you can't vibrate eight feet of wall from the top. We place a layer, run a vibrator through it to work out the air pockets and get the mix tight against the forms and the steel, then place the next layer before the one below sets. Skip that and you get honeycomb voids in the face and weak zones you can't see from outside.

Usually a day or two in decent weather, sometimes longer when it's cold, since stripping early on a green wall can pull the face off. Stripping is the start of the next phase, not the end of the job. The wall then needs its coating, its drain rock, and its backfill sequence, and each of those has its own timing. Concrete strength drives all of it.

Yes, and that's called batter. Setting the face with a slight tilt into the hill buys margin: it puts the wall's own weight to work against the soil push and it means a small amount of forward movement still reads as plumb rather than as leaning. It also looks right. A wall built dead vertical often appears to be tipping out even when it hasn't moved at all.

More than the wall footprint. Excavation runs behind the wall line to make room for forms, rock, and a person to work in, and the forms and material need somewhere to sit. We mark that working footprint with you first. Turf inside it takes a beating, and plants worth saving should come out ahead of time.

The concrete can. A cold pour runs on warmed mix water, an accelerator carrying no chloride, and blankets left on the forms until strength arrives. Backfill is the careful part, since frozen soil won't compact and leaves voids that surface in spring as settled ground above the wall. Late in the season we'd rather pour now and grade properly than cram it in before a freeze.

They run after a soaking rain or during snowmelt, which is the entire point, and stay dry the rest of the year. A little mineral staining around them is normal on concrete that passes water. Dry weeps in a wet March aren't a tidy wall, they're a plugged drain, and that's worth a call.

We watch radar all morning on wall days and we'd rather stop early than finish under a downpour. A wall face inside forms is more forgiving than fresh flatwork, though rain landing in an open top still weakens the mix. We tent what we can, protect the top, and resume after it passes. Nobody wins racing a cell.
Finished concrete project at a Colorado home

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