Rendered cutaway of a painted brick basement wall with three square anchor plates connected to an exterior soil anchor
Foundation Repair · Since 1994

Foundation Crack Repair Across Nebraska, Iowa, Kansas & Missouri.

Not every foundation crack is structural, but every foundation crack lets in water, and water doesn't stop on its own. Serving Nebraska, Iowa, Kansas, and Missouri since 1994, our crews repair vertical, horizontal, diagonal, and stair-step cracks in poured concrete, block, and stone foundations using methods chosen for the cause, not the convenience.

Nebraska · Iowa · Kansas · Missouri Since 1994

Let's take the first step toward a healthy home.

A local specialist will inspect your foundation, walk you through the findings, and send a clear estimate, no cost, no pressure.

BBB Accredited
Fully Insured
"By Your Side" Guarantee
Diagnosis First

Four Types of Foundation Cracks and What Causes Them

Across Nebraska, Iowa, Kansas, and Missouri, most foundation cracks Epp Foundation Repair inspects fall into one of four categories, each with a distinct cause, structural risk, and repair path.

Foundation cracks fall into four categories based on cause and structural risk. Shrinkage cracks are cosmetic, caused by concrete curing, and rarely require structural repair. Settlement cracks are vertical and narrow, resulting from differential foundation movement, and require monitoring for progression. Lateral pressure cracks are horizontal cracks near the soil grade line caused by hydrostatic pressure and soil load; these indicate active structural stress and require reinforcement. Stair-step cracks follow mortar joints in block or brick veneer and result from differential settlement beneath the wall; underpinning is typically required.

  • Shrinkage Cracks. Hairline, vertical, in poured concrete
  • Settlement Cracks. Vertical or diagonal, varying width
  • Lateral Pressure Cracks. Horizontal, near soil grade line
  • Stair-Step Cracks. Along mortar joints in block or brick veneer
Cosmetic
Shrinkage Cracks
Caused by normal concrete curing and drying, shrinkage cracks are hairline vertical fractures in poured concrete walls. They carry no structural risk and do not indicate foundation movement of any kind. The only consequence of leaving them open is moisture intrusion. Sealing with polyurethane caulk is the only intervention warranted. We assess and decline the majority of shrinkage crack calls because they don't need professional repair.
Monitor
Settlement Cracks
Caused by differential foundation movement. One section of the foundation compressing or shifting more than adjacent sections. Severity depends on width, rate of change, and whether wall displacement accompanies the crack. A vertical crack stable at 1/10″ or narrower for two years is a different problem than one that opened past 1/10″ over a single frost cycle. Movement monitoring before recommending repair is our standard practice.
Structural
Lateral Pressure Cracks
The most structurally urgent crack type. Horizontal cracks at or near the soil grade line result from hydrostatic pressure and lateral soil load exceeding the wall's capacity. The soil is actively pushing the wall inward. A wall in active inward deflection can fail suddenly. Carbon fiber strapping, wall anchors, or I-beam bracing are standard reinforcement methods depending on deflection level and soil conditions.
Structural
Stair-Step Cracks
Stair-step cracks follow mortar joints through concrete block or brick veneer, indicating differential settlement beneath the affected wall section. The soil under one portion is compressing or eroding at a different rate than adjacent sections, a pattern common in eastern Nebraska loess after extended dry periods. Helical piers or push piers to load-bearing depth are the standard fix, stabilizing the settling zone before the crack pattern widens.

In Depth

What the Full Guide Covers

Everything a Midwest homeowner should know about this repair, from the specialists who do it every day.

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And the cause determines the repair method. There is no universal fix. A hairline shrinkage crack in poured concrete is cosmetic. A horizontal crack in block at the soil grade line is lateral pressure and needs reinforcement. A stair-step crack widening through brick veneer is differential settlement and needs underpinning beneath the affected wall. Epp Foundation Repair has diagnosed and repaired foundation cracks across Nebraska, Iowa, Kansas, and Missouri since 1994. The most important number on any crack job is one a homeowner cannot see without two measurements over time. Whether the crack is moving. The crack monitor methodology Epp built our BBB A+ reputation on starts with that measurement, not a sales recommendation.

CH 01

Crack Types and What They Mean

Foundation cracks divide into four categories, and each points to a different cause and repair. Non-structural cracks (no more than 1/10 inch wide, vertical, isolated to one block). Almost always shrinkage from concrete curing in the first 30 to 90 days after the pour, or a stable vertical settlement crack that has held the same width for years. Cosmetic, no structural threat, though below grade these can still leak. A polyurethane caulk above grade or a low-pressure injection below grade stops the water; a vertical crack that widens past 1/10 inch, keeps growing, or starts leaking gets a crack monitor before any structural recommendation. Horizontal cracks. A horizontal crack across a CMU block wall. Almost always at or just below the soil grade line. Is the most serious crack pattern in residential foundation repair. Lateral soil pressure has exceeded the wall's bending capacity. Injection alone will not hold; the wall needs carbon fiber straps, wall anchors, or steel beams before any sealing. Stair-step cracks. A crack climbing diagonally up a CMU block wall, jogging along mortar joints, is the signature of differential settlement and is structural at any width. One part of the foundation has dropped relative to another. The crack is the symptom; the settlement is the disease. Large diagonal cracks. A large diagonal crack on a poured-concrete wall or from a window or door corner indicates frame distortion from foundation movement. Like stair-step cracks, the crack is downstream of a settlement or heave that must be addressed first. Width thresholds: non-structural is no more than 1/10 inch wide, vertical, and isolated to one block; structural is any crack over 1/10 inch wide, horizontal, stair-step, a large diagonal, widening, or actively leaking.

Comparison chart of structural and non-structural foundation cracks: structural cracks (stair-step, large diagonal, ceiling-to-wall, horizontal, and any crack over 1/10 inch wide) indicate the foundation has moved, while non-structural hairline cracks up to 1/10 inch wide, hairline vertical cracks, and cracks isolated to one block are usually concrete shrinkage during curing.
Comparison chart of structural and non-structural foundation cracks: structural cracks (stair-step, large diagonal, ceiling-to-wall, horizontal, and any crack over 1/10 inch wide) indicate the foundation has moved, while non-structural hairline cracks up to 1/10 inch wide, hairline vertical cracks, and cracks isolated to one block are usually concrete shrinkage during curing.
CH 02

Why Midwest Foundations Crack More

Nebraska, Iowa, Kansas, and Missouri experience 50+ freeze-thaw cycles per winter. Well above the US average, and each cycle expands moisture in the soil and wall, propagating any existing micro-crack deeper. Loess soils underlie most of eastern Nebraska and western Iowa. Loess is hydrocollapsible. Stable when dry, collapsing suddenly when first saturated. A downspout dumping water against a foundation can trigger a hydrocollapse void within months, dropping a footing section 1 to 3 inches and producing fresh diagonal or stair-step cracks above. Clay backfill is the second major driver. Eastern Nebraska clay carries plasticity indexes in the 15 to 25 range; Kansas and Missouri prairie clays run above 30. Clay expands up to 15% by volume when wet and contracts equally when dry, applying cyclical lateral pressure every wet-dry season. In the KS/MO clay belt expansive clay under the slab also heaves walls upward at center while perimeter footings stay put.

Cross-section diagram of a brick masonry strip foundation, showing the wall carried on a widened footing seated in the soil below the grade line, with a crack opening in the wall above.
Cross-section diagram of a brick masonry strip foundation, showing the wall carried on a widened footing seated in the soil below the grade line, with a crack opening in the wall above.
CH 03

The Crack Monitor Methodology

On any crack not clearly cosmetic, Epp installs a calibrated crack monitor. A precision ruler-style device that spans the crack and reads movement to a thousandth of an inch. The monitor stays in place 30 to 90 days; the inspector returns and re-measures. A single visit cannot tell whether the crack is past movement that has stabilized or active movement still ongoing. The threshold: if the gap has widened by more than a few thousandths of an inch over 60 to 90 days, the crack is active and needs reinforcement before sealing. If unchanged, injection alone is sufficient. After 30 years of monitor data in NE and IA, a second measurement regularly turns up cracks that are stable, sparing homeowners unnecessary structural work they would have been sold without it. Epp built our BBB Integrity Award reputation on telling those homeowners the truth.

CH 04

Choosing the Repair Method: Epoxy, Polyurethane, or Carbon Fiber

Epoxy injection fits when the crack is in poured concrete, structurally significant, dry, and stable per the monitor. Epoxy bonds the two sides into a unit stronger than the surrounding concrete. Polyurethane foam injection fits when the crack is wet, leaking, or active. The resin expands on contact with moisture, fills voids, and seals against water pressure, but does not restore structural integrity. Water repair, not structural repair. The sequential approach. Many jobs need both. Epp injects polyurethane first to stop the leak and dry the crack, then returns and injects epoxy to restore the bond. Doing one without the other leaves either an unsealed structural repair or an unbonded water seal. Carbon fiber reinforcement fits when the crack is in CMU block under lateral pressure. Block does not bond like poured concrete. Injecting epoxy into a hollow block cavity is largely wasted material. Carbon fiber straps (1.5 inches wide, anchored top and bottom into sill plate and floor slab) are bonded to the wall face every 4 to 6 feet across the cracked area. Any active crack needs reinforcement first. Carbon fiber, wall anchors, or a pier beneath the affected section. Before any sealant. Sealing a moving crack just relocates it within a season. These figures are starting points only. Your exact price is set after Epp inspects the crack in person and puts it in writing on a Customized Repair Estimate.

Illustration of crack injection repair: an applicator gun dispensing sealant into a surface-mounted injection port on a concrete foundation wall, with the crack capped by ports and surface sealant.
Illustration of crack injection repair: an applicator gun dispensing sealant into a surface-mounted injection port on a concrete foundation wall, with the crack capped by ports and surface sealant.
CH 05

When the Crack Is Just the Symptom

The most expensive crack-repair mistake is treating a downstream symptom as the problem. Three patterns Epp sees constantly: a crack at the soil grade line on a CMU wall is lateral pressure. The wall needs reinforcement, not injection alone. A stair-step crack widening at one corner is settlement. The footing is dropping, and the fix is push piers or helical piers beneath the affected footing. Multiple cracks radiating from a single low point is foundation repair territory. The repair is underpinning the moving section, not sealing the cracks above. Epp Foundation Repair is BBB A+ rated and a two-time BBB Integrity Award winner (2011 and 2016). Every crack inspection ends with a clear diagnosis identifying cause, recommended scope, and when the answer is "your cracks are cosmetic, paint them and don't pay us to inject them". We say so.

Which Solution is Right?

Three crack-repair methods, three different jobs.

Choosing the right solution depends on the crack's behavior, not just its appearance. Compare the methods we use most often in Midwest homes.

Most common
Epoxy Injection
For wet cracks
Polyurethane Foam Injection
For bowing walls
Carbon Fiber Strapping
Best for Stable, dry structural cracksWet, leaking, or actively moving cracksHorizontal cracks with inward deflection
Crack types Settlement cracks; healed lateral pressure cracksLeaking shrinkage cracks; low-risk active cracksLateral pressure cracks; bowing walls up to 3 inches of deflection
What it does Bonds crack faces together. Restores the wall to near-original concrete strength, so the two faces become structurally monolithic after cure.Expands to fill the crack and seals against water. Flexible enough to accommodate minor seasonal movement without re-cracking.High-tensile carbon fiber straps lock the wall against further inward movement. Stabilizes the wall in position; it does not correct existing deflection.
Works when crack is… Crack is stable (not actively moving) and dryCrack is wet, leaking, or in an environment with seasonal movementWall deflection is 3 inches or less and the crack indicates active lateral pressure
Warranty 2-year warranty2-year warrantyLifetime of the structure, stabilization only, walls bowed up to 3 inches

*Carbon fiber's lifetime warranty applies when the wall is anchored corner to corner; it stabilizes the wall and does not straighten it. Full warranty terms and conditions for every method are at /epp-foundation-repair-warranties/.

Engineered Solutions

The foundation repair solutions we install for this problem.

Each method is matched to a specific failure mode and soil profile. Browse the toolkit we draw from when diagnosing your home.

Regional Context

Why foundation movement in Nebraska and Iowa needs a regional diagnosis

Loess soils across eastern Nebraska and western Iowa lose strength when wet. Expansive clay across northeast Kansas and northwest Missouri swells and shrinks with the seasons. Foundation movement here behaves differently than in states with stable bearing soil, which is why our diagnosis starts with the soil under the home, not just the crack on the wall.

36 to 42"
Frost penetration depth
Eastern Nebraska average
60 to 80
Freeze-thaw cycles / year
Lincoln to Omaha corridor
35 to 40"
Annual precipitation
NE / IA service region

Loess soils and the crack patterns they produce

Most of eastern Nebraska and western Iowa sits on wind-deposited loess, a fine, silty soil 10 to 200+ feet deep. Loess holds its structure when dry but loses cohesion rapidly when saturated. After a wet spring, saturated loess expands against foundation walls. After a dry Nebraska summer, it contracts, pulling away from footings, creating voids beneath slabs, and producing the vertical and diagonal settlement cracks we see most frequently on the Lincoln, Omaha, Council Bluffs corridor.

The Marshall and Sharpsburg loess series, dominant across the eastern Nebraska service area, are particularly prone to this cyclical volume change. Homes built in the 1960s, 1980s on uncompacted loess backfill show the highest incidence of progressive settlement cracking in our inspection data.

Frost depth, freeze-thaw cycles, and horizontal cracking

Eastern Nebraska's 36, 42" frost penetration depth means the soil below grade freezes and thaws 60, 80 times per year. Each cycle applies lateral pressure to basement walls. A wall that holds through ten cycles can fail in the eleventh if drainage has worsened, backfill has settled, or the wall was already at capacity. Horizontal cracks near the soil grade line are almost always a freeze-thaw story in this region.

In eastern Kansas, expansive clay pockets near the surface introduce a different failure mode. Consistent volume change regardless of frost depth. Horizontal cracking in Kansas foundations typically traces to clay expansion; the same pattern in Nebraska more often indicates frost-driven hydrostatic pressure.

"On a typical month in Omaha I'll diagnose 20 cracks in block walls, and about 14 of them are the same horizontal crack at the grade line from clay pressure. Customers think injection will fix it. It won't. That wall needs carbon fiber straps or wall anchors first, then sealing. Epoxy alone in a block crack under active pressure is throwing money away."
Dave Epp
Dave Epp
On diagnosing horizontal block-wall cracks in Omaha and across the Midwest
Project Photos

Foundation Crack Repair. Finished Work

Completed work photographed on real job sites across Nebraska, Iowa, Kansas, and Missouri.

Completed foundation repair work showing wall anchors installed on a brick foundation wall with smooth finished upper wall and carpeted stairs visible.
Completed foundation repair work showing wall anchors installed on a brick foundation wall with smooth finished upper wall and carpeted stairs visible. View project in Lincoln, NE
Completed foundation repair work showing wall anchors installed on a brick foundation wall with smooth finished upper wall and carpeted stairs visible.
Completed foundation repair work showing wall anchors installed on a brick foundation wall with smooth finished upper wall and carpeted stairs visible. View project in Lincoln, NE
Why Choose Epp

Care and expertise from a team that's been doing this since 1994.

Epp Foundation Repair is locally owned and operated, with crews dedicated exclusively to foundation, basement, and concrete work across the Midwest.

Specialized expertise.

Foundation repair, waterproofing, and concrete leveling are our entire focus, not a sideline.

Locally owned since 1994.

Three decades of experience with Midwest soils, basements, and weather conditions.

BBB Integrity Award winner.

Recognized in 2011 and 2016 for ethical business practices and customer transparency.

Warrantied solutions.

Every repair comes with a written Epp warranty, from 1 year to the lifetime of the structure depending on the product.

Why hire Epp Foundation Repair.. Video preview.
Epp · Since 1994

Why hire Epp Foundation Repair.

MEET THE TEAM · 2 MIN
Frequently Asked Questions

Answers to common questions about Foundation Crack Repair.

Don't see your question here? Our team is happy to help. Reach out anytime.

No. Hairline shrinkage cracks in poured concrete walls (typically vertical and narrower than a credit card) are cosmetic and a normal result of concrete curing. Cracks become structural when they're horizontal, stair-step through block, over 1/10 inch wide, actively growing, or leaking water.

Any figures shown above are general context only and are not project quotes. A precise figure is provided on the Customized Repair Estimate after on-site inspection.
Pricing & Scope

Honest Pricing and Honest Limits

Every home is different. What a repair costs depends on the cause, the scope, and access. A free on-site inspection produces a Customized Repair Estimate that reflects your home, not a typical range.

Estimate Only

Approximate pricing

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

When this isn't the right fix

Crack injection is the wrong scope when the wall is under active lateral pressure (horizontal cracks in block walls need carbon fiber or wall anchors first), when stair-step cracks indicate underlying differential settlement (push or helical piers come first), or when the crack is so wide and the wall so deteriorated that section replacement is more honest than injection. Epp will tell you on inspection when injection is not enough.

Why our estimates are honest

BBB A+ rated · BBB Integrity Award winner 2011, 2016

Watch

Don't Ignore This Foundation Crack Stair-Step Cracks Explained

Don't Ignore This Foundation Crack Stair-Step Cracks Explained. Video preview.
Epp · Since 1994
EPP FOUNDATION REPAIR

Our team walks through this on camera.

More Foundation Repair Services

The full range of our foundation repair work.

Every foundation repair method we install. Sequenced so the soil profile and failure mode determine the fix.

Real photo of a finished basement with several rectangular steel brace access panels installed along a painted wall and additional white panels leaning against the wall ready to install 01

Retaining Wall Repair

A leaning or bulging retaining wall is a soil problem before it is a wall problem. Epp Foundation Repair diagnoses the failure mode first, then prescribes the right fix: helical tieback anchors, drainage correction, or full wall replacement.

Learn more
Worker injecting polyurethane foam to lift a concrete slab next to a building foundation. 02

Slab Jacking

A settled slab foundation does not always mean piers. Sometimes the right answer is polyurethane foam, sometimes it is slab piers, and sometimes the slab needs to be replaced. Epp Foundation Repair diagnoses the depth and cause of the void first, then chooses the lift method.

Learn more
Epp Foundation Repair installing helical piers with an auger drill into a concrete slab. 03

Soil Stabilization

When the soil under your foundation is the problem, repairing the structure alone fails within two or three wet-dry cycles. Epp Foundation Repair treats the cause. Collapsing loess, expansive clay, washed-out voids, using polyurethane chemical injection, soil grouting, and deep-driven helical anchors, matched to the soil under your specific lot.

Learn more
Cutaway diagram illustrating wall plate anchors connecting a retaining wall to stable soil on a slope 04

Commercial & Industrial Foundation Repair

Foundation repair for warehouses, industrial slabs, strip malls, and multi-tenant residential. Engineered to commercial load classes, scheduled around your operations, executed alongside your structural engineer. Dave Epp personally inspects every commercial bid before the crew is dispatched.

Learn more
Real photo of a new construction slab pour beside a text panel explaining that slab foundations are 4 to 6 inches thick, sit directly on the ground, and have no basement or crawl space beneath 05

Slab Foundation Repair

Epp Foundation Repair stabilizes failing slab-on-grade foundations across Nebraska, Iowa, Kansas, and Missouri using slab piers, polyurethane lift, and void-fill foam. Most settled slabs trace back to shallow original footings, expansive clay heave, or undetected plumbing voids. Epp diagnoses the cause before quoting a repair.

Learn more
Text panel beside photo of a water filled exterior trench along a foundation wall with black membrane and downspout 06

Basement Foundation Repair

Epp Foundation Repair stabilizes poured concrete, CMU block, and stone basement walls across Nebraska, Iowa, Kansas, and Missouri. Each wall type fails differently. Epp diagnoses the failure pattern before specifying carbon fiber, wall anchors, push piers, or perimeter waterproofing.

Learn more
Text panel beside photo of a worker excavating beside a brick foundation using hydraulic pier jacking equipment 07

Post & Pier Foundation Repair

Epp Foundation Repair inspects, supplements, and replaces failing pier systems across Nebraska, Iowa, Kansas, and Missouri. Including 1970s-era helical piers installed before torque verification, rotted wooden crawl-space posts, and undersized push piers from prior contractors. Every existing pier gets a load test before Epp recommends replacement.

Learn more
Epp Foundation Repair installing an egress window to enhance basement safety and light in Lincoln, Nebraska. 08

New Construction Foundation Consultation

Epp Foundation Repair consults with builders and homeowners on new builds across Nebraska, Iowa, Kansas, and Missouri. Pre-construction soil assessment and engineered helical pier installs on questionable sites. Epp does not pour foundations or install waterproofing during construction. The honest scope is here.

Learn more
Epp Foundation Repair installing structural jacks for house leveling next to a brick foundation. 09

Foundation Leveling

Foundation leveling lifts a settled house back toward original elevation using helical piers, push piers, or polyurethane foam. When ground conditions allow safe lift without cracking interior finishes.

Learn more
Epp Foundation Repair inspecting a cracked block foundation with a tape measure and laser level in Lincoln, NE. 10

Foundation Inspection

On-site foundation inspection with laser-level floor survey, crack monitor installation, and 30-to-90-day re-measure protocol that separates structural movement from cosmetic settling before any repair recommendation.

Learn more
Service Areas

Serving Nebraska, Iowa, Kansas & Missouri.

Local crews based in five regional offices, dispatched daily across four states. If your town isn't listed, call us: we likely serve your area.

Top cities we serve
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The Process

How we approach Foundation Crack Repair

A straightforward path from initial inspection to completed repairs.

Step 01

On-site crack diagnosis and width measurement

An Epp structural diagnostician arrives on site and inspects every visible crack with a scale reference and a feeler gauge. The inspector classifies each crack by pattern (vertical, horizontal, stair-step, or diagonal), measures width to 1/64 inch, identifies substrate (poured concrete, CMU block, or stone), and checks for water staining or active seepage.

Step 02

Crack monitor installation when movement status is unclear

On any crack that is not clearly cosmetic, Epp installs a calibrated crack monitor across the crack and records the baseline reading. The monitor stays in place 30 to 90 days. The inspector returns and re-measures. Some monitored cracks turn out stable and need no structural reinforcement. Only sealing.

Step 03

Written scope with method matched to cause

Epp produces a written scope identifying repair method per crack: epoxy injection (structural, stable, dry), polyurethane foam (water repair, leaking), carbon fiber strap (block wall under lateral pressure), or sequential polyurethane-then-epoxy (water-active structural cracks). Cracks downstream of settlement or heave are flagged separately with a recommended underpinning or anchor scope. Fixed-price estimate per crack and per linear foot.

Customer Reviews

Over 1,700 homeowners have shared their experience.

A 4.9-star average across Google, with verified reviews from homeowners throughout Nebraska, Iowa, Kansas, and Missouri.

Free Estimate

Two ways to start: book instantly, or request an estimate.

Schedule your inspection in seconds with our Driive booking tool, or share a few details and a local specialist will follow up within one business day.

What to expect
  • A local foundation specialist on site
  • A complete walk-through of the findings
  • A Customized Repair Estimate within one business day
  • No cost, no obligation, no high-pressure sales
Prefer to call
402-423-9192
Nebraska · Iowa · Kansas · MissouriSince 1994
Epp Foundation Repair

Let's take the first step toward a healthy home.

A local specialist will inspect your foundation, walk you through the findings, and send a clear estimate, no cost, no pressure.

BBB Accredited
Fully Insured
"By Your Side" Guarantee
Our Locations

Five regional offices across the Midwest.

See all service areas
Lincoln, NE
Epp Foundation Repair
1133 Libra Dr
Lincoln, NE 68512
(402) 566-5265
Omaha, NE
Epp Foundation Repair
12305 Gold St, Ste 2
Omaha, NE 68144
(402) 521-5081
Grand Island, NE
Epp Foundation Repair
802 Bronze Rd
Grand Island, NE 68803
(308) 303-3944
Norfolk, NE
Epp Foundation Repair
1105 S 13th St, Ste 205
Norfolk, NE 68701
(402) 792-4092
St. Joseph, MO
Epp Foundation Repair
2400 Frederick Ave, Suite 315
St. Joseph, MO 64506
(816) 549-2672