Horizontal masonry wall or foundation cracks:

How to recognize, evaluate, diagnose & repair horizontal foundation cracks and signs of foundation damage.

Foundation cracks and movement are discussed by type and location of foundation cracks, vertical foundation cracks, horizontal cracks, and diagonal foundation cracks, and shrinkage cracking.

Foundation cracks, which are signs of foundation damage, can mean very different things depending on the material from which a foundation is made, the location, size, and shape of the foundation crack, and other site observations.

Causes & Effects of Horizontal Cracks in Foundation Walls

These foundation damage assessment notes presume that you are examining a wall which is entirely or nearly all below-grade level. We describe the common causes of cracks that appear high, in the middle,or lower in the foundation wall.

Watch out: severely-buckled foundation walls, particularly those constructed of un-reinforced concrete block, brick, or stone, are at risk of collapse.

Such collapses can occur suddenly and precipitously even when the foundation crack or damage has been visible for some time. The result can be a dangerous building collapse causing property loss, injury, even death.

How Severe is a Horizontal Crack in a Foundation Wall

Opinions vary about just how serious various extents of foundation lean or bulge really are, and while the actual risk of collapse depends on additional site conditions such as building, size, shape, impact on structure, separation of building structural conditions, signs of ongoing or recurrent movement, and other factors.

At a conference organized by the author on foundation crack evaluation expert engineers and architects among the attendees generally agreed that if there is an inwards bulge (or lean) in a block wall or brick wall of one inch or more, the movement is serious and needs expert attention.

Also see FOUNDATION BULGE or LEAN MEASUREMENTS which explains a simple method for determining how much bulge or lean is present in a foundation or wall

then see FOUNDATION MOVEMENT ACTIVE vs. STATIC which helps determine if the foundation movement is ongoing,

and see FOUNDATION DAMAGE SEVERITY for a discussion of just how much foundation movement is likely to be a concern.

Readers should also see our article series at CONCRETE SLAB CRACK EVALUATION since those pages also assist in distinguishing among types of cracking in concrete.

Horizontal Foundation Cracks Located High on a Foundation Wall

Horizontal foundation cracks located in the upper third of a concrete block wall (presuming most of the wall is below grade) are most likely to have been caused by vehicle loading or in freezing climates, by surface and subsurface water combined with frost.

In northern climates if we see cracked mortar joints in the top third of a block wall, at about the same depth as the frost line in that area the damage is almost certainly due to frost.

Often outside we'll find corroborating evidence such as drip lines below the building eaves confirming a history of roof spillage against the building, and back inside we may see that the foundation damage is occurring only at the building walls below roof eaves and not at the gable ends of the home.

• Cold climates- frost, possible displacement inwards
• Possible vehicle loading, displacement inwards

Our photo (left0 illustrates an example of this foundation wall crack pattern: the masonry block foundation wall shows open horizontal cracking in the second mortar joint from the wall top.

To further understand this crack it would be useful to notice outside just where the backfill soil height is with respect to the wall top.

Typically when we see a crack high in the wall like in this photo its cause is one of the bulleted items listed just above: frost loading or vehicle loading.

Horizontal Foundation Cracks Located at Mid-wall Height on a Foundation

Masonry block or stone walls which are cracked and/or bulging inwards at mid height on the wall are likely to have been damaged by vehicle traffic or earth loading.

• Possible vehicle loading
  
  (look for a driveway near the wall or site history involving movement of heavy equipment near the wall)
• Backfill damage -
  
  excessive height or premature backfill before the first floor framing was in place.
• Hillsides -
  
  earth loading or earth loading exacerbated by water or frost
• Areas of wet soils -
  
  likely to be earth-loading or earth loading exacerbated by water or frost

Our block wall horizontal crack photo just above shows these conditions.

Provided that an outside inspection confirms that the soil backfill height is close to the top of this foundation wall, finding horizontal cracking in the middle third of the wall, below the frost line for the area in which this building is constructed, argues that the crack is not caused by frost or freeze damage but more likely is caused by earth loading exacerbated by the added weight of wet soils or possibly those conditions combined with vehicle loading.

Horizontal Foundation Cracks Located Low on a Foundation Wall

The forces exerted by soils against a foundation wall increase geometrically as we move from surface level of the soil against the wall to the areas near the bottom of the wall. In other words, earth pressure is greatest at the bottom of the wall.

This fact helps us distinguish between frost or water-related cracking and simple earth loading in some cases since a wall which has become dislocated laterally only at or near its bottom is likely to have been damaged by earth loading.

• Earth Loading, especially if in an area of dense or wet soils - the total force of soil pressure against a foundation wall increases as we move down from the soil surface towards the bottom of the wall and its footing.
• Horizontal dislocation of a masonry block or brick wall may appear first as a crack and then later as horizontal movement as a wall is pushed inwards by earth or wet soil pressure.

Where a floor slab helps hold the wall footing in place against horizontal movement, earth loading pressures against the foundation wall are more likely to cause inwards movement and cracking in the mortar joints above the floor slab.

Causes of Horizontal Cracks in an Attached Garage Foundation

Construction methods for attached garages (as opposed to a garage located under a home and adjoining its basement) may create some special opportunities for foundation cracks:

• Shallow garage footings:
  
  The garage foundation footings are less deep than the house footings, exposing the foundation to other risks of frost or settlement damage and movement.
• Garage additions:
  
  The garage may have been added after original construction, creating newly-disturbed soils around the foundation and footings that have settled more recently than that of the original home.
• Garage slab settlement and cracking:
  
  A garage foundation is often constructed as a concrete footing and a low masonry block wall, followed by dumping fill inside this structure to raise the level of the garage slab to the desired height.
  
  A common construction error is the omission of adequate soil compacting before the garage slab is poured. A related common construction shortcut for these "raised slabs" (on fill, higher than and not resting on the garage wall foundation footings), is the omission of pins connecting the slab to the garage foundation wall at its elevated position.
  
  The result of these details is that as the soils below the slab settle and compact the slab can move and settle significantly. Depending on the amount of garage floor slab reinforcement (wire or re-bar or none), the slab may crack as well as tip and settle.
  
  How does garage slab settlement crack the garage foundation walls? The weight of a garage floor slab, combined with the weight of vehicles in the garage, compresses the soil below the slab.
  
  Soil pressure includes an outwards force which can cause horizontal cracks in a masonry block garage foundation wall. Look for these cracks outside the garage and above grade-level.
• Detecting soil voids below a garage slab
  
   is quite possible using this "ghost busters" technique: drag a heavy chain across the floor and listen to the sound it produces.
  
  If the chain moves across an area of soil void you'll hear a change in pitch in its sound, typically dropping lower.
  
  This is not a technique for every building inspection but it is useful when evaluating garage floor slab movement, tipping, cracking, or foundation cracks.

Where are Horizontal Foundation Cracks Visible?

Horizontal foundation cracks are usually visible only from inside a basement or crawl area unless building is all masonry.

Occasionally horizontal cracks may be visible above-grade on a building exterior or interior wall, as we illustrated in our repair advice field report described below.

Lateral or horizontal movement of a masonry foundation wall inwards from earth pressure will often be seen at the first mortar joint above a basement or crawl space slab. Remember that the slab itself may be holding the very first course of masonry blocks or brick in place.

This is a useful detail to keep in mind if you are using a plumb line and measuring tape to document the total amount and location of wall movement.

The bottom course of concrete blocks or bricks, held in place by the floor slab, can usually be taken as a baseline of zero movement, from which other measurements to the plumb line are compared over the height of the wall.

Our photo (left) illustrates severe bulging damage to a concrete block foundation wall where a combination of water, frost, and earth loading are collapsing the foundation wall. The "jackleg" repair attempt shown by multiple diagonal braced 2x lumber is at best a stop-gap measure.

The wall will need to be rebuilt and the outside water and draingage problems corrected for this structure to survive.

Horizontal Masonry Wall Crack Cause Diagnosis & Repair Advice

Horizontal cracks in reinforced brick or concrete block walls and in poured concrete walls can occur because of

• Wall movement
  
   such as bending or loading (footing settlement, tipping, leaning, frost pressure, earth pressure, etc.)
  
  See HORIZONTAL MOVEMENT IN FOUNDATIONS
• Exfoliating rust pressure
  
   from rust caused by water leaks into thewall structure, particularly where steel mesh or re-bar are close to the wall surface or are for other reasons exposed to water leaking into the wall. We also find this rust damage to masonry walls of all types at steel lintels over windows and doors
  
  Also see BRICK FOUNDATIONS & WALLS
  and
  
  Also see BRICK STRUCTURAL WALLS LOOSE, BULGED
• Shrinkage cracks
  
   - may run in any direction, including roughly horizontal, but tend to be discontinuous and not straight, and tend to occur more at natural points of variation in stresses in the concrete wall (or floor) such as at penetrations or changes in wall height, width, thickness, etc.
  
  See SHRINKAGE CRACKS in CONCRETE

Watch out: while many horizontal cracks are of only cosmetic significance, others may be a source of leaks (and further damage) into the wall or water intrusion into the building, and more seriously, significant horizontal cracks diagnosed as caused by wall buckling or bending or movement are likely to require structural repair or reinforcement, or in extreme cases like that shown in our page to photograph of a buckling masonry block wall, foundation wall reconstruction.

 

---

---

ADVERTISEMENT

---

---

Reader Q&A - also see RECOMMENDED ARTICLES & FAQs

On 2020-10-26 - by (mod) -

damage from expansive clay under a slab

John

Thanks for an important and interesting question about investigating possible expansive clay soil damage that might affect a slab, foundation, and plumbing.

Please find your question and my detailed reply now near the bottom of the article

FOUNDATION FAILURES in CLAY SOIL. You may need to clear or refresh your browser cache to see the updated page. We welcome your further photos, comments, questions

On 2020-10-26 by John

Our home is a late 1980's 2-story built on a concrete slab foundation where clay soil abounds.

During a very dry spell we moved our raised rack firewood, that was 1' away from wall, which revealed a 2'x6' wet soil area & what appears to be a 3' thin horizontal crack (maybe more than one or possibly "stair-stepped") holding ozed dirt & mold(?) growth along with a 2' area presenting a 1" bulging out of the concrete compared to the rest of the footing(?).

This is behind our kitchen & near a 3 1/2" pvc access pipe which is clean, clear, & passes no water.

Thinking plumbing issue w/footing & or slab compromised; research shows $$$ & not sure where to start: insurance, plumber (who cuts the concrete out?), struct. engineer, or concrete co.?

On 2020-03-14 - by (mod) -

Thanks for the comment James.

Of course simply sealing cracks without understanding why they occurred and whether or not they indicate structural damage or movement requiring other repair would be insufficient.

On 2020-03-14 by James

If your residential property has a basement there are chances of water entry in case the cracks are not sealed on time, this can cause some serious damage to your property making it essential to start waterproofing to seal foundation cracks along with other moisture entry points which helps in prevention of water from entering.

On 2019-01-23 - by (mod) -

Lasher:

The foundation damage you show is serious and could risk a dangerous building collapse.

To have space for a detailed reply I repeat your question and reply to it at

inspectapedia.com/structure/Horizontal-Foundation-Crack-Severity-FAQs.php - HORIZONTAL FOUNDATION CRACK SEVERITY FAQs - please see that page and let me know what further questions remain.

I'd also like to see photos of the building exterior and others of the crawl space to have an extent of the foundation damage.

On 2019-01-23 by lashlaruesc

Found this seperation in a house we are renting while ours is being built. This is under a single story living room as the rest of the house is 2 stories and on a basement. My concern is, is this safe for my family to be in?
IMAGE LOST by older version of Clark Van Oyen’s useful Comments code - now fixed. Please re-post the image if you can. Sorry. Mod.

On 2016-05-08 - by (mod) -

I'm baffled, Anon. In general people have enough to do that they don't construct foundation wall bracing for no reason.

If the foundation walls are perfectly straight, and if they have not been rebuilt from some older condition, then why did someone put bracing there in the first place? Perhaps because backfill was being added or the building was being modified by adding more floors?

Are we sure it's bracing and not framing for a finish wall?

By a brief e-text, brilliant and experienced as I may seem to be (strangers typing emessages look smarter than they are), I cannot predict how long someting's going to last, especially when we don't know for sure what it is nor why it's there.

On 2016-05-06 by Anonymous

I am looking at a home that has 2 x 6 wooden bracing on the inside basement wall. the home inspector has said that the walls are straight, the windows, etc no bowing....the bracing occurred 15 years ago and there have been no issues with leaking or the house moving in anyway.

My question is: if the bracing has lasted 15 years with no issue, is it safe to assume it will continue to last? also if the wood bracing has been sufficient for all this time, is it bracing anything that serious?

On 2016-04-28 by Cori

How is a Horizontal Foundation Cracks Located High on a Foundation Wall fixed? is it a costly repair?

...

Continue reading at HORIZONTAL MOVEMENT IN FOUNDATIONS or select a topic from the closely-related articles below, or see the complete ARTICLE INDEX.

Or see HORIZONTAL FOUNDATION CRACK SEVERITY FAQs - examples of horizontal foundation wall cracks & questions & answers about that damage, posted originally on this page.

Or see these

Foundation Damage Articles

• FOUNDATION FAILURES by MOVEMENT TYPE
  • BRICK WALL THERMAL EXPANSION
  • BULGED vs. LEANING FOUNDATIONS
  • CONTROL JOINT CRACKS in CONCRETE
  • DIAGONAL CRACKS in CONCRETE FOUNDATIONS, WALLS
  • DIAGONAL CRACKS in BLOCK FOUNDATIONS, WALLS
  • EARTHQUAKE DAMAGED FOUNDATIONS
  • FOUNDATION DAMAGE SEVERITY
  • FOUNDATION MOVEMENT ACTIVE vs. STATIC
  • FOUNDATION MOVEMENT COMBINATIONS
  • FOUNDATION SETTLEMENT
  • FROST HEAVE / EXPANSIVE SOIL
  • HORIZONTAL FOUNDATION CRACKS
  • HORIZONTAL MOVEMENT
  • SETTLEMENT CRACKS in SLABS
  • SETTLEMENT vs. FROST HEAVE CRACKS
  • SETTLEMENT vs. SHRINKAGE CRACKS
  • SHRINKAGE CRACKS in SLABS
  • SHRINKAGE GAPS at WALLS
  • THERMAL EXPANSION CRACKS
  • VERTICAL MOVEMENT IN FOUNDATIONS
• FOUNDATION INSPECTION STANDARDS

Suggested citation for this web page

HORIZONTAL FOUNDATION CRACKS at InspectApedia.com - online encyclopedia of building & environmental inspection, testing, diagnosis, repair, & problem prevention advice.

Or see this

INDEX to RELATED ARTICLES: ARTICLE INDEX to BUILDING STRUCTURES

Or use the SEARCH BOX found below to Ask a Question or Search InspectApedia

Ask a Question or Search InspectApedia

Try the search box just below, or if you prefer, post a question or comment in the Comments box below and we will respond promptly.

Note: appearance of your Comment below may be delayed: if your comment contains an image, photograph, web link, or text that looks to the software as if it might be a web link, your posting will appear after it has been approved by a moderator. Apologies for the delay.

Only one image can be added per comment but you can post as many comments, and therefore images, as you like.
You will not receive a notification when a response to your question has been posted.
Please bookmark this page to make it easy for you to check back for our response.
Our Comment Box is provided by Countable Web Productions countable.ca

Citations & References

In addition to any citations in the article above, a full list is available on request.

---

ADVERTISEMENT

---