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Rollingwood · Travis County

Slab Foundation Repair Rollingwood, TX.

Rollingwood sits on shallow clay over fractured Edwards limestone, and that mix moves slabs in ways a few miles east or west never see. Here's how GroundLock diagnoses and stabilizes it.

How a Rollingwood slab repair actually unfolds

01

Elevation survey to ±0.01 in.

A calibrated survey maps the slab's real deflection contour to within 1/64 in., separating clay heave from true settlement before anyone quotes a number.

02

Engineer-backed plan and fixed scope

The high and low points and the likely direction of differential movement drive a written plan, so pier placement targets measured low spots instead of wherever the cracks happen to show.

03

Galvanized piers driven past the active zone

Hydraulically driven steel piers advance through the moving clay until they engage competent limestone, with real-time resistance data confirming termination depth.

04

Coordinated lift and verification

Load transfers at each pier to produce a controlled, coordinated lift, then a follow-up survey confirms the slab landed where the plan intended.

Why this soil profile makes slabs move unevenly

The clays under Rollingwood aren't deep, uniform beds. They show up as lenses and pockets that wet up fast from nearby creek drainage, swell against the underside of a slab, then shrink during summer drought with little warning. Underneath, the Edwards limestone sits close enough to the surface to cap moisture in some spots while dipping away in others, leaving clay several feet deeper. A slab bridging that variable substrate rarely sinks as one piece.

Instead you get differential movement, one corner lifting while another drops. That's the source of the diagonal cracks and racked door frames neighbors describe as showing up "overnight" after a hard rain or a long dry spell. The engineering measure that frames every evaluation is the active zone: the depth seasonal moisture actually reaches and changes soil volume, commonly eight to fifteen feet here, though shallow limestone can compress or redirect it.

Any pier that stops inside that active zone is anchored in soil that still moves, which is why galvanized steel piers are driven until they reach the load-bearing strata below it. Pressed-concrete piers often stop short in the moving clay, and near the creek that difference decides whether a repair holds.

Heave and settlement look alike, and need opposite fixes

Because Rollingwood lots sit so close to creek drainage, one part of a slab can heave from clay expansion while another settles from shrinkage at the very same time.

Treating heave as settlement (or the reverse) produces the wrong repair and can worsen the condition. The ±0.01 in. survey is what tells the two apart before a single pier is specified.

Signs your slab is moving differentially

Uneven movement leaves a different fingerprint than uniform sinking. Watch for these around a Rollingwood home:

  • Stair-step cracks running through brick veneer, often widening toward a creek-side wall.
  • Doors that bind on one side of the house but swing freely on the other.
  • Floors that noticeably slope or tilt toward the lot's low, drainage-facing edge.
  • Less than six inches of fall away from the foundation over the first ten feet, or a swale that has reversed and now drains back toward the slab. Correcting drainage grade can slow movement on its own.
  • Gaps opening between the slab edge and the soil after an extended dry stretch.
  • New diagonal cracks appearing within days of a heavy rain event.

Rollingwood foundation questions, answered

What will a steel-pier repair here run me?
Most Rollingwood projects land between $4,500 and $14,000, driven by pier count, access, and drainage. The free elevation survey sets a measured, fixed scope up front, and financing is available. Most homes stay occupied while crews work.
Do you cover my part of Rollingwood?
Yes, we serve all of Rollingwood and the surrounding Travis County communities. You can see the full service area on our Rollingwood page.
Why steel piers instead of pressed-concrete ones near the creek?
Clay over limestone with seasonal creek-driven movement means the top several feet of soil never stops shifting. Galvanized steel piers drive through that active zone to load-bearing strata; pressed-concrete piers often terminate short, inside the moving soil.
How precise is the elevation survey?
We measure slab elevation to within about 1/64 in. (±0.01 in.) and map it as a contour. The plan then targets the real low points instead of guessing from where cracks happen to appear.
Will galvanized steel actually hold up in this creek-adjacent clay?
That's exactly why we use it. The sulfate and organic acid common in creek-adjacent clay can degrade unprotected steel over time, so our piers are hot-dipped galvanized to resist that chemistry, and they carry a lifetime transferable warranty.
Can regular drainage or watering reduce future movement?
It helps. Confirming at least six inches of fall away from the foundation over the first ten feet, and adding light drip irrigation twelve to eighteen inches out during dry spells, limits the differential shrinkage that opens gaps beneath the slab. Managing runoff and erosion on sloped lots matters too.
How soon can you start after I approve the plan?
Usually within a couple of weeks, often sooner, with urgent situations prioritized. You'll have a firm schedule once the scope and any required permits are set.
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A licensed inspector measures your slab elevation to ±0.01 in. (1/64 in.) and gives you a written, engineer-backed plan with zero pressure.