Crack reality check: when to worry

A crack is not a verdict. Engineers judge it by its physical characteristics, not by the fact that it exists, so here are 4 common cases and the published call on each.

Verdicts from published engineering standards (ASCE Texas Section, Foundation Performance Association).
What you seeVerdict
Hairline crack, house under 10 years oldExpectedWithin the published age norms.
Crack up to 1/8 inch wide, house over 10 years oldWithin the age normWatch it; it is not a repair trigger by itself.
New crack that keeps wideningMonitor, then engineerDo not patch it before an engineer sees it; the pattern is the evidence.
Stair-step crack plus doors binding in the same areaInvestigateClustered indications are the real signal, and even then the standard says seeing some does not prove a foundation problem.

The real signs, grouped

The engineering standard lists 12 visible indications of foundation performance problems, with a caveat it repeats: seeing some of them does not by itself mean the foundation is failing. Grouped by where you will notice them.

Cracks that mean movement

Illustration of a stair-step crack stepping diagonally through the mortar joints of a brick wall.Stair-step cracks in brick or block

Diagonal steps following the mortar joints. The classic differential-movement pattern in exterior wall cracking.

Illustration of a concrete slab foundation edge with the surface spalled away to expose the aggregate, a gap opening where the slab meets the brick above.Slab-edge and corner damage

Spalling or separation where the slab meets the exterior wall, or joints opening up.

Doors, windows, frames

Illustration of an exterior door that has gone out of square, with a triangular gap opening at the top of the frame.Racking frames and binding

Doors and windows that bind, with visible gaps at the frame. Meaningful when clustered with other signs in the same area.

Illustration of an exterior brick chimney separating from a house, with a vertical gap opening between the chimney and the wall.Chimney pulling away

A gap opening between the chimney and the house wall, or a visible lean.

Floors and interior

Illustration of an interior wall with a crack running from the corner of a window up to the ceiling, where the wall is separating from the ceiling.Drywall cracks and separating walls

Gypsum board cracks, and walls separating from the ceiling or the floor.

Illustration of a tiled floor with a crack running in a line through several tiles and the grout between them.Floor-covering cracks

Cracks running through tile or other rigid flooring in a line, not one isolated tile (see lookalikes below).

Exterior and water

Illustration of rainwater pooled against a brick house foundation, with a downspout ending at a splash block.Water sitting against the foundation

Ponding at the edge, a downspout that ends in a splash block (which carries water only about 18 inches out), gravel beds against the wall. Not a sign of movement yet, but the condition that causes it.

Illustration of a large mature tree growing close to a brick house corner, its roots spreading toward the foundation.A big tree close to the house

Trees planted at construction show up as foundation problems 10 - 20 years later. Removing one can cause its own movement, so read the soil guide before you cut.

The signs above are the ones homeowners notice most; the engineering standard lists 12 in all.

All 12 indications the standard lists
  1. Cracking or separating of exterior walls
  2. Rotating, buckling, or deflecting masonry veneer panels
  3. Cracking of concrete foundation elements
  4. Cracking of gypsum board (drywall) walls and ceilings
  5. Separating of walls from ceilings or floors
  6. Separating of rafters from a ridge board
  7. Racking of door and window frames
  8. Separating or racking of other structural framing
  9. Cracking, buckling, or separating of floor coverings
  10. Separating of initially tight joints
  11. Deflecting or tilting of structural elements
  12. Deteriorating materials

The standard adds a caution: seeing some of these does not by itself mean the foundation is failing, and how much any one matters depends on the age of the house and any past repairs. Source: ASCE Texas Section, Residential Foundations Guidelines v3, Section 5.3, linked under Standards cited.

Looks like foundation trouble, usually is not

Engineers keep a whole catalog of distress that gets mistaken for foundation movement: 27 items, each with its usual cause and fix. The ones homeowners ask about most:

From the Foundation Performance Association's lookalike-distress catalog (2004).
LookalikeUsual causeWhat to do
Ghost doors (swing open or closed on their own)Door hung out of plumb; poor installationRehang the door
Door binds at the bottom but opens easily when you lift the knobHinge problemFix the hinges
Nail pops, crown molding pulling away, drywall tape cracks in a newer homeWood shrinkage as the framing driesWait roughly 2 years, then repair
A single cracked floor tile, no connecting cracks in neighbors or groutTile defectReplace the tile
Out-of-level floor, no other distressPossibly built that way (formwork not level)Monitor elevations quarterly rather than repair
The rest of the catalog
The other lookalikes in the same FPA catalog, translated to plain terms.
LookalikeUsual causeWhat to do
A crack in the brick above a garage door or other long openingThe beam over the opening (the lintel) is undersized or overloaded and sags, or the mortar bond brokeReinforce or replace the lintel, then patch or replace the brick
A vertical crack running the full height of a brick wall, same width top to bottom, near the center or an openingBrick expands and contracts with temperature and there were too few expansion jointsCut in expansion joints and repair the crack
Short horizontal cracks in brick at a windowThe steel lintel over the window is rusting and swelling, lifting the brickRemove the rust, clean, paint, and seal the lintel ends
A crack in the brick by the garage-door jamb, a foot or two up, brick pushed outwardA car bumper hit the brick or the jambRepair the brickwork and the wooden jamb
Surface cracks in a new post-tensioned slab before the cables are tightenedConcrete shrinks as it curesUsually nothing; the cracks close after the slab is stressed
Assorted cracks in the concrete foundation with no damage in the house aboveConcrete shrinkage, impurities in the mix, or rebar rusting insideWait until the cracking stops changing, then repair as needed
Cracks or buckling at the top of a wall under a sloping roofThe roof pushes the wall outward because the top is not tied down (missing collar ties) or is overloadedAdd collar ties or reinforce the ridge, and remove any overloading
Sags and cracks in a drywall ceilingUndersized or poorly supported wood beams, or too few nailsHave the beams checked and reinforced, or add nails
Cracks along a vaulted or gambrel ceiling, usually on an outside wallThe rafters move more than the ceiling joists as temperature changesCaulk the joint where the sloped ceiling meets the wall
Chipped (spalled) concrete at a foundation corner under brickThe brick is stuck to the foundation and drags on it as it expands and contractsPatch the chip cosmetically
Cracks and chips in first-story brick when the second story is wood-framed, not brickToo much weight resting on brick that was not meant to be load-bearingHave the second story properly supported, and remove any overloading
Continuous cracks in grout lines or floor tile in a new homeThe concrete under the tile is still shrinking, or the tile has no gap to the walls and cabinetsWait until it stops, then replace the tiles over a slip membrane, or caulk the edges
Doors that will not latchThe strike plate (the keeper) is out of alignmentMove the keeper
Dips or humps in an upstairs floorThe floor was built unlevel or has sagged under loadHave a structural engineer look, and remove any overloading
Buckled trim around window sills where moisture reachesThe trim got wet and swelled (a moisture-sensitive material)Replace it with wood or a less moisture-sensitive product
Wrinkling in vinyl sheet flooringIt never bonded (bad adhesive, poor prep, or water underneath)Replace the flooring and stop the moisture
Loose carpet seamsPoor carpet installationRepair the carpet
Wrinkled carpetIt got wet and stretched, or it is loose on the tack stripsDry and re-stretch it
Buckles in wood floor planksThe wood got wet and swelledEliminate the moisture
Cracking or buckling of drywall around an HVAC ventThe metal vent and the drywall expand and contract at different ratesLeave a gap for the metal to move

3 independent engineering sources land on the same point: a floor that is out of level, by itself, proves nothing. Most residential slabs are built within about 1 inch of level; floor deviations measured over less than about 20 feet are unreliable evidence; and without baseline elevations nobody can prove movement at all. Full 27-item catalog rendered at content build (B29).

What is normal for a house this age

Age-based expectations from the engineers' inspection checklists.
House ageExpected
New build, first 12 - 24 monthsA settling-in period while landscaping and watering get established. Soils normally stabilize in the first 1 or 2 years; that should not cause more than hairline cracking. Seasonal movement is normal.
Under 10 yearsNo more than hairline cracks.
Over 10 yearsWall cracks or separations up to 1/8 inch wide.
Any age, floors1 inch of unlevelness is within normal construction tolerance, and movement cannot be proven without baseline elevations.

These checklists were written for the Houston area; the practice transfers to Oklahoma's clay, the local weather caveat rides along.

When it is real: the escalation ladder

1
Watch

Date it and photograph it. Re-check quarterly, and walk the outside of the house twice a year after the wettest and driest spells. Most of the lookalikes above resolve or stay put.

2
Measure

Escalate when signs cluster or grow: a widening crack, doors binding near new cracks, or tilt you can notice. Engineers put "noticeable" at more than 1 percent; the ADA calls a 2 percent slope too large.

3
Engineer, not a free inspection

Do not patch new cracks before an engineer sees them. The crack pattern is diagnostic evidence, and patching destroys it.

◆ Before you take a free inspection

The free inspection is the first step of the sale, so take it last.

An independent engineer measures your house against a public yardstick: 2 engineering bodies publish the same limits (deflection L/360 over at least 20 feet, tilt 1 percent). A free inspection's yardstick is whatever the salesperson says it is. Spend $200 - $500 on the report first, and you walk into any inspection already knowing the answer.

Read the engineer-first guide →

Seeing the real signs? Get 1 OKC contractor, not a bidding list.

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Why OKC houses do this

Over 75 percent of Oklahoma's bedrock units are possible sources of expansive soil, according to the Oklahoma Geological Survey: clay that swells wet and shrinks dry, to 1.5 - 2 times its dry volume. The seasonal cycle, not bad construction, is behind most of the signs above.

Why OKC foundations fail →
Illustration of dry, cracked clay soil beside a house foundation, the shrunken clay pulling away from the concrete edge.

FAQ

My door started swinging open by itself. Foundation?

Usually not. Engineers list "ghost doors" among the distress most often mistaken for foundation movement: the common cause is a door hung out of plumb, a poor installation rather than a moving house. A door that binds at the bottom but opens easily when you lift the knob is a hinge problem. Foundation movement becomes the suspect when doors bind in the same area as new cracks.

Are nail pops a sign of foundation problems?

In newer homes, nail pops, crown-molding separation, and drywall tape cracks are typically wood shrinkage as the framing dries, not foundation movement. The engineers' guidance: wait roughly 2 years, then repair.

My floor slopes but nothing else is wrong. Should I worry?

Not on that alone. Most residential slabs are built within about 1 inch of level, and a floor that is out of level with no other distress may simply have been built that way. Without baseline elevations nobody can prove movement, so the recommended response is to monitor elevations quarterly, not to repair.

Should I fill a foundation crack myself?

Not a new one. Engineering maintenance guidance says new cracks or separations should not be repaired until an engineer has investigated the cause, because patching first destroys the evidence. Date it, photograph it, and get it looked at.