The most expensive mistake a homeowner makes isn't choosing the wrong pier — it's letting the company that profits from the repair be the one that decides you need it. The fix is an ordering rule, and it is the spine of this entire site: hire an independent structural engineer first, then a contractor second. The engineer's sealed report is a neutral scope of work that defines your problem; the contractor's "free inspection" is a sales call designed to sell you a solution. This page is about that report — what it is, why it comes first, what it contains, what it costs, and exactly how to use it to bid the job out so three contractors price the same defined work instead of inventing their own.
What a Structural Engineer's Report Is
A structural engineer's report is a sealed, stamped document that diagnoses why your foundation is moving and specifies what — if anything — should be done about it. In Texas it is produced by a licensed Professional Engineer (P.E.), and that seal is not decoration: per the ASCE Texas Section Foundation Design Guidelines v3, diagnosing foundation movement and designing an underpinning scheme is the practice of engineering. It is the difference between an opinion and a scope of work.
The report does four jobs at once, and it's worth separating them because contractors routinely blur the first two:
- It diagnoses. It names the cause and mechanism of movement — settlement versus heave, expansive-clay shrink-swell, a sub-slab plumbing leak — backed by measured data rather than a walk-through impression.
- It quantifies. An elevation (manometer) survey maps the relative floor elevations across the plan and plots them as a contour map of differential settlement, defining the affected area and the magnitude of the problem.
- It specifies. Where work is warranted, it states the method, pier count, locations, target depth, and capacity — the engineer's neutral answer to "what should be installed and where."
- It sets acceptance criteria. It defines how the finished work is judged, and what conditions (such as pre- and post-repair plumbing tests) attach to it.
Critically, an independent engineer specifies where support is needed and to what performance standard — not which contractor's proprietary product to buy. That neutrality is the whole point. For the survey itself — the instrument, the contour map, how to read the numbers — see our manometer survey guide; for where the report sits in the broader workflow, see the diagnosis overview.
Why the Engineer Comes Before the Contractor
Here is the conflict of interest stated plainly. A foundation-repair contractor's "free inspection" is performed by a company that earns money only if you buy a repair. The inspector is, structurally, a salesperson — frequently paid on commission — and he is being asked to diagnose the very job his employer will then sell and install. Ask anyone to write their own work order and the incentive runs one direction: find the largest problem you can credibly sell, and close it today.
An independent Professional Engineer is the opposite arrangement. The P.E. is paid the same fixed fee whether the verdict is "full perimeter underpinning" or "monitor for a year, no piers needed." He has no crew standing idle, no product line to move, no quota. That is what makes the report neutral — and neutrality, not credentials alone, is the thing you're paying for.
This isn't a matter of trusting contractors less as people. It's that the two roles answer different questions. The engineer answers what does this house need? The contractor answers how much to install exactly that? Collapse the two into one commission-paid visit and you've removed the only check in the process. The Texas Engineering Practice Act draws the same line the market should: diagnosis and design are reserved to licensed engineers precisely because the public needs a disinterested party making that call.
The "engineer first" rule is also an insurance and resale tool. A sealed P.E. letter establishing cause and scope is the single most important document in a Texas foundation insurance claim, and a documented, permitted, engineer-spec'd repair is a stronger selling point than an undocumented one. For the head-to-head framing of the two roles — what each does, where they overlap, and why the order is non-negotiable — see our dedicated repair vs. engineer comparison.
What's in a Sealed Report
A homeowner doesn't need to read engineering equations, but you should be able to open the report and find each of the four sections below. If any is missing — especially the acceptance criteria — the document isn't a scope of work you can bid against.
| Section | What it answers | What good looks like |
|---|---|---|
| Diagnosis | Why is it moving? | Named cause and mechanism (settlement vs. heave, expansive-clay cycle, plumbing leak), tied to observed distress and the elevation data — not "your foundation is failing." |
| Movement quantification | How much, and where? | An elevation contour map from the manometer survey, with the differential called out in inches. Slab homes are generally out of tolerance beyond ~1–1.5 inches; the report says where the line is crossed. |
| Affected area | What part of the house is involved? | The specific walls, corners, or zones needing work — so the scope is partial-perimeter, full-perimeter, or stabilize-only, not a blanket recommendation. |
| Specification (the scope) | What should be installed? | Method, pier count, locations, target depth, and design capacity — typically piers every ~6 feet along the affected perimeter, with the standards (e.g., IBC §1810 for deep foundations) referenced by section. |
| Acceptance criteria | How is the finished work judged? | The performance standard the repair must meet (the Foundation Performance Association's 1% tilt and L/360 deflection criteria are widely used), plus required pre- and post-repair hydrostatic plumbing tests and any lift-versus-stabilize instruction. |
A few notes on reading it well. The specification is method-neutral by intent — a good engineer tells you the system the soil and structure call for and the depth to reach competent strata, not a single brand's product code. The acceptance criteria are your leverage after the job: they're the objective yardstick that lets you (or the returning engineer) confirm the work actually achieved what was specified, rather than taking the crew's word for it. And the stabilize-versus-lift decision belongs in this document, made with your engineer — stabilizing carries near-zero collateral risk, while chasing maximum lift raises the odds of cracked finishes and stressed plumbing (about 1 in 4 slab homes need some plumbing repair after a lift). That call should never be made for the first time on a contractor's sales visit.
What an Engineer's Report Costs
The number that matters: a standalone structural engineering assessment with specific repair recommendations runs roughly $500–$1,500 in San Antonio, commonly billed at $100–$220 per hour, with complex or known-problem investigations pushing toward the top of the range. Here's how the pieces stack up, and where the report differs from the cheaper diagnostics it sometimes includes.
| Service | Typical cost | What you get |
|---|---|---|
| General foundation / home inspection | $300–$800 | A non-engineer's visual assessment (~$600 national average). Useful triage, but not a sealed diagnosis and not a permit document. |
| Elevation (manometer) survey | $300–$800 | The floor-elevation contour map. Often bundled into the engineer's report rather than billed separately. |
| Independent structural engineer's report | $500–$1,500 | The sealed, stamped diagnosis + scope + acceptance criteria. The Engineer-of-Record document for permit. |
| Geotechnical (soil) report, if specified | $1,800–$6,000 | Boring logs, Standard Penetration Test N-values or CPT, plasticity/expansion indices — when soil profile or bearing depth is in question. |
| Additional structural design, if required | $1,000–$3,500 | Extended design work beyond the base assessment for complex or severe cases. |
| Post-repair verification survey | (within the engineer's rate) | A repeat elevation survey confirming the work met the acceptance criteria. Recommended on projects over $15,000. |
The geotechnical and additional-design lines are conditional — many residential jobs need only the base report and its bundled survey. But even at the full stack, the math is decisive. Against a typical San Antonio underpinning project of $15,000 or more, a $500–$1,500 report that can downgrade your repair from "full underpinning" to "monitor and manage moisture," or simply tighten every bid you receive, is the cheapest insurance in the entire process. The American Society of Civil Engineers estimates one in four U.S. homes has some damage from expansive soils — and Texas sits on the worst of it — so the report frequently pays for itself by catching seasonal clay movement that doesn't warrant piers at all.
How to Use the Report: The 3-Bid Rule
The 3-bid rule is good advice executed in the wrong order by almost everyone. Most homeowners collect three "free inspections" and three proposals — and discover the bids vary wildly, because each contractor diagnosed a different problem. Industry-wide, the same house routinely draws proposals that differ by 100–300%. That variance is rarely about pricing; it's about whether each contractor proposed the right number of piers, and without a neutral specification, every contractor designs his own (more expensive) version of the repair.
Done correctly, the rule is: bid against the engineer's neutral spec, not against each contractor's self-diagnosis. The sequence:
- Get the sealed report first. Method, pier count, locations, target depth, acceptance criteria — fixed by your independent engineer.
- Hand the same spec to three contractors. Each prices the identical defined scope of work.
- Compare on price and execution, not diagnosis. Because the what is locked, the bids now differ on the things you actually want to shop: price, schedule, documentation, warranty, and references.
- Keep the engineer in the loop at permit. The sealed letter is the Engineer-of-Record document the City of San Antonio or Bexar County typically requires.
This is the consumer-protection move the industry would prefer you skip, because it converts three sales pitches into three apples-to-apples quotes. For the full contractor-vetting framework once you have your spec, see how to choose a foundation contractor and the contractor red flags to walk away from.
FAQ Note
The questions below are the ones San Antonio homeowners ask most after a first contractor visit — the engineer-versus-contractor distinction, why the report comes first, what it costs, what's inside a sealed letter, and how to turn it into three comparable bids. For the side-by-side framing of the two roles, see the repair vs. engineer comparison; to go deeper on the survey behind the report, start with the manometer survey guide.
Get Matched With a Vetted San Antonio Specialist
If you have your independent engineer's sealed report in hand — or you want a P.E.-led second opinion before signing a contractor's proposal — we'll match you with a vetted San Antonio foundation specialist who can bid and install to your engineer's spec. The match is free, the quote is no-obligation, and we don't take a fee from you. We screen for willingness to work to a sealed Engineer-of-Record letter, a clean Bexar County permit record, IBC §1810-compliant deep-foundation systems, and documented acceptance against the engineer's criteria. If a quote doesn't fit the engineering, we'll tell you. We're not a contractor and we don't diagnose your foundation — that's your engineer's job, and that order is the whole point.
Frequently asked questions
9 questionsWhat's the difference between a structural engineer and a foundation repair contractor?
Why should I get an engineer's report before calling a contractor?
How much does a structural engineer's report cost?
Is a contractor's free inspection the same as an engineer's report?
What is in a sealed structural engineer's report?
Do I need a structural engineer for foundation repair in San Antonio?
Can the foundation repair company provide the engineer?
How do I use the engineer's report to get bids?
When can I skip the engineer and just hire a contractor?
Related guides
Sources
- [1]ASCE Texas Section — Guidelines for the Evaluation and Repair of Residential Foundations, v3 (2022)
- [2]City of San Antonio Development Services — Foundation Repair Permit (sealed Engineer-of-Record letter required)
- [3]IBC 2024 §1810 — Deep Foundations (design, installation, and load-capacity verification)
- [4]Texas Board of Professional Engineers and Land Surveyors — Texas Engineering Practice Act (engineering reserved to licensed P.E.s)
- [5]Foundation Performance Association — FPA-SC-13, Guidelines for the Evaluation of Foundation Movement for Residential and Other Low-Rise Buildings (1% tilt / L/360 criteria)
- [6]American Society of Civil Engineers — Expansive Soils statistic (1 in 4 U.S. homes)