Post and Pier Repair That Starts With a Load Test, Not a Sales Pitch

Epp Foundation Repair sees three failure patterns account for almost every post-and-pier call across the four-state region: older helical pier installs that predate torque verification and are now load-shedding at the sleeve junction, creosote-treated wooden posts in older crawl spaces rotting where the post meets the sill plate, and undersized push piers driven by prior contractors that never reached load-bearing strata. None of these are the homeowner's fault. They're the legacy of how foundation work used to be done before code caught up. A pier is supposed to transfer building load past unstable surface soil down to firm bearing below grade. When a pier fails, the load it was carrying redistributes, usually to the next pier in line, which then fails too. That's why Epp's crews almost never replace a single pier. The crew usually finds several in sequence working harder than the manufacturer rated them for.

Older pre-code helical piers

Before torque verification became standard practice, helical piers were installed across Nebraska, Iowa, Kansas, and Missouri to depth, not to load. Epp's crews regularly inspect older installs in Lincoln and Omaha basements where the pier reached design depth but the soil at that depth wasn't actually load-bearing. The pier sleeve shows rust corrosion at the lead-section coupling, and a load test reveals the pier is carrying less than its rated capacity. The fix is rarely full replacement. Epp usually supplements with additional piers and re-distributes load.

Rotted wooden posts in old crawl spaces

Many older rural NE, IA, and northern MO farmhouses used creosote-treated wooden posts sitting on shallow concrete pads. Epp finds these rotted out near the sill contact. Moisture wicks up, the treatment fails over time, and the post crushes under load. Floors sag, doors stick. Replacement is straightforward: helical pier driven through the crawl-space opening, post removed, load transferred to the new bracket.

Undersized push piers from prior contractors

Epp documents the original install depth from any paperwork the homeowner has, drives a verification pier to true refusal nearby, and shows the homeowner the depth difference before quoting supplemental work. Some "failing" push-pier jobs Epp inspects are actually still doing their job. The settlement the homeowner noticed has another cause entirely, often a new plumbing leak or a downspout washout. Epp tells those homeowners that, even when it means walking away from a large contract.

Epp Foundation Repair runs a four-step diagnostic on every post-and-pier inspection. The inspector pulls any original install paperwork the homeowner has, runs a manometer floor-level survey over the affected area, exposes the top of each existing pier or post to inspect the bracket, sleeve, and load contact, and performs a torque or pressure load test on each accessible pier. The result is a Customized Repair Estimate listing every pier's current load capacity, the recommended action (leave alone, supplement, or replace), and the reasoning behind each call. The inspection and load test are performed at no cost.

Supplemental helical piers are the most common fix. Epp drives additional helical piers beside an underperforming pier to share the load, leaving the original in place and preserving the working portion of the original install. Full pier replacement is used when the original pier is fully corroded, the bracket has failed, or the load test shows the pier far below its rated capacity. Site access is harder than a new install because Epp's crew has to work around finished space. Helical conversion of wood posts. In crawl spaces with rotted wooden posts, Epp installs a helical pier through a crawl-space opening, transfers the load to a steel bracket, and removes the rotted post. Pier encasement. For corroded but still-loaded steel piers where replacement would require demolishing finished basement space, Epp encases the existing pier in steel sleeve plus epoxy grout, which avoids interior demolition.

Epp Foundation Repair will not remove a working pier installation just to sell a new one. Some "failing" pier systems Epp inspects are still doing their job. The homeowner's settlement traces to a different foundation repair cause. Epp also does not remediate wood rot beyond the post itself (that's a carpentry scope, not a foundation scope) and does not perform plumbing leak detection on suspect crawl-space sites.

Customized Repair Estimate after on-site inspection reflects your scope.

Epp Foundation Repair inspects piers with load testing across Lincoln, Omaha, Grand Island, Norfolk NE; and St. Joseph MO. Call the closest office to schedule.