Foundation Inspection Reports in Texas, Sealed by a Licensed PE

What the inspection actually measures

The centerpiece is a relative elevation survey. A digital level is walked through the interior on a grid, and the resulting elevations are reduced to a contour of how the floor sits relative to itself. That is what converts a homeowner's impression that the house feels off into a number, and it is what makes a second inspection years later meaningful, because there is something to compare against.

Around that, the report documents distress: cracking in brick veneer and interior finishes with direction and width, doors and windows out of square, separation at trim and ceilings, and slab or beam condition where it is visible. In a pier and beam home the crawl space is entered and the beams, piers, shims, and joists are looked at directly.

Then the site itself, because in Texas the site is usually the cause. Drainage and grade against the foundation, gutter discharge, irrigation placement, plumbing leak evidence, and large trees close enough for their root systems to be drawing moisture out from under a corner of the slab.

Texas clay, and why movement is not automatically damage

Much of populated Texas sits on highly expansive clay. Those soils swell when they take on water and shrink when they lose it, and a slab on grade foundation built on them moves seasonally by design. The Texas Section of the American Society of Civil Engineers publishes guidelines for evaluating residential foundations on exactly this problem, and the central idea in them is that deflection has to be judged against what the structure tolerates rather than against a flat plane.

This is why an honest report frequently concludes that a foundation is performing within tolerance despite visible cracking, and why a report that concludes every foundation needs piers is telling you more about who wrote it than about the house.

What the report concludes, and what it does not

The conclusion states what was measured, whether the observed deflection and distress are consistent with normal seasonal movement or with something progressive, and what the recommended course is. That recommendation is often maintenance rather than construction: correct the grade, move the downspouts, establish consistent perimeter moisture, and re-survey after a full seasonal cycle.

Where repair is warranted, the report says so and describes the type of repair the conditions call for. It does not name a contractor and it does not quote a price. If a sealed repair plan is needed afterward for permitting or for bidding, that is a separate deliverable, and it is written against this report.