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Converse · Bexar County

Foundation Leveling Converse, TX.

Converse sits on Houston Black clay, one of the most reactive soil profiles in the country, and that clay, not your slab, decides how level your floors stay. We measure the movement to ±0.01 in. first, then correct it on galvanized steel piers.

What the Cibolo Creek clay does to a Converse slab

Drive through Converse after a hard spring rain and the ground is doing something you can't see: the dark Blackland Prairie clay lining the Cibolo Creek tributaries is swelling, pressing up against the underside of every slab in the neighborhood within days. Come a dry July, that same clay pulls back and shrinks away from the footings. The slab rides the difference, and over a single wet-winter-then-dry-August cycle it can move enough to measure.

The series under most of this part of Bexar County is Houston Black, and it isn't ordinary expansive soil. It routinely tests with a Plasticity Index above 40, sometimes 60 or higher, which lands it squarely in the very high volumetric-change category geotechnical engineers use. That number is why a house here behaves differently than one on the sandier ground a few miles away, and why leveling has to be done with the clay's behavior in mind rather than against it.

The active zone, the upper band of clay that actually participates in this seasonal shrink and swell, typically runs 10 to 15 feet deep in Converse. Anything resting inside that band moves with it. A real fix has to reach past it.

Settlement and heave look the same until you measure them

Sloping floors, doors that won't latch, and diagonal cracks at window corners can come from two opposite directions, and telling them apart is the whole job. Differential settlement is when a corner or edge loses support and drops, the clay beneath it desiccated, compressed, or washed out. Differential heave is the reverse: a section rises because clay underneath it swelled. Same symptoms on the wall, completely different repair geometry.

Here's a Converse-specific tell that surprises most homeowners. A door that starts binding at its top corner nearest an exterior wall, especially after a wet stretch, often means the perimeter has heaved while the interior load points held still, the inverse of the dropping-corner story people expect. That's exactly the kind of thing a full-footprint elevation survey catches and a quick walkthrough misses.

So we map your slab to ±0.01 in. (1/64 in.) before recommending a single pier. The survey shows which areas settled, which heaved, and where the original design grade sat, then the repair targets the real differential instead of guessing at it.

How a Converse leveling job runs

01

Free elevation survey

We map the full footprint of your slab to ±0.01 in., flag the high and low points, and hand you a written, engineer-backed report showing exactly how far it has moved.

02

Engineered pier plan

Pier count, spacing, and depth are set to a structural spec for your home and the clay under it, not a one-size estimate over the phone.

03

Drive, lift, and lock onto steel

Galvanized steel pier sections are driven through the 10-to-15-foot active zone to load-bearing strata, then hydraulic jacks raise the settled areas back toward design elevation in a measured sequence.

04

Re-survey and warranty

We shoot the elevations again to prove the correction held, document the result, and leave it backed by a lifetime transferable warranty.

Slowing the clay between now and the repair

A few habits genuinely moderate how hard the Blackland clay moves under your foundation:

  • Keep positive grade away from the slab, about 6 inches of fall over the first 10 feet so storm runoff sheds instead of ponding against the beam.
  • Run a soaker hose roughly 18 inches out from the foundation, not against it, during real drought, slowly, so the clay rehydrates evenly instead of shocking on one side.
  • Keep large trees and thirsty shrubs more than 5 feet off the beam; their roots pull moisture out of the clay column and can drag one side down.
  • Watch interior doors first, a top corner that starts binding near an exterior wall after a wet season is an early heave signal worth a survey.
  • Treat any crack wider than 3/16 inch, or any crack with vertical offset between the faces, as a structural flag rather than cosmetic.

Timing the lift to the clay's cycle

On Houston Black soil, when you level matters. Correct it right after a soaking wet spell and the clay is near maximum swell, the slab then has to absorb the contraction that follows. Our engineer-backed plan factors seasonal moisture into the pier-depth spec so the correction holds through the full annual cycle, not just installation day.

Most Converse leveling projects land between $4,500 and $14,000 depending on pier count, access, and drainage. Financing is available, and homes almost always stay occupied while we work.

Converse foundation leveling, answered

My floors slope but the cracks aren't huge, is it settling or heaving?
Could be either, and they need opposite fixes. Settlement is a section dropping because the clay lost support; heave is a section rising because the clay swelled. The only reliable way to tell is a full-footprint elevation survey, which maps the high and low spots so the repair corrects the real movement instead of guessing.
Why does the clay around Converse move so much more than other parts of San Antonio?
The dominant series here, Houston Black, tests with a Plasticity Index over 40 and sometimes past 60, the very high end of the shrink-swell scale. Combined with the Blackland Prairie clay that lines the Cibolo Creek tributaries, that makes Converse ground far more reactive to wet-dry cycles than the sandier soils a few miles away.
Why steel piers instead of the concrete ones I've been quoted?
The active clay zone runs 10 to 15 feet deep here, and a fix has to reach past it to load-bearing strata. Continuous galvanized steel drives through that moving band and transfers load cleanly; pressed-concrete piers are cast in segments that can stop short inside the active zone or fracture at the joints.
How deep do you actually have to drive to get below the moving soil?
Past the active zone, typically the 10-to-15-foot band of clay that shrinks and swells with the seasons, and on into the competent strata below, until each pier reaches load-bearing refusal. The exact depth comes out of your survey and engineered plan, not a fixed number.
We just came out of a wet spring, should we wait for it to dry out before leveling?
You don't have to wait, but timing does matter on this clay. We account for where the soil sits in its moisture cycle when we set pier depth, so the lift holds through both the swell and the contraction that follows rather than chasing whatever the ground happens to be doing the week we install.
Will my doors and windows go back to working after the lift?
Usually, yes. As the slab comes back toward level, openings that had racked out of square tend to free up, sometimes during the lift itself. The corner doors that were binding from perimeter heave are often the first to release.
Can the slab move again once you've leveled it?
The piered sections are carried on steel below the active clay, so they shouldn't ride the seasons again, that's what the lifetime transferable warranty covers. Areas that weren't piered can still move with the soil, which is why we look at drainage and grading as part of the same conversation.
What's the free survey really get me, and is there a catch?
A measured map of your slab to ±0.01 in. (1/64 in.) and a written, engineer-backed plan showing where it moved and what the fix would involve, with no obligation and no high-pressure visit. Whether you hire us is entirely your call; you keep the numbers either way. More on the area we cover at Converse, TX.
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