Diagonal foundation cracks in concrete walls or foundations: diagnosis & repair:

This section from the Foundation Crack Dictionary discusses in detail the process of evaluating foundation diagonal foundation cracks in concrete foundations and related signs of foundation movement or damage.

Diagonal foundation cracks and movement are discussed by type and location of the cracks and their common causes.

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.

Page top photo: severe diagonal, near-vertical cracking in a poured concrete foundation wall supporting a modular home.

Diagonal Cracks in Poured Concrete Foundations

The diagonal crack shown above is interesting because of its width (more than trivial or hairline) and discontinuity, suggesting that it occurred during foundation curing, perhaps involving both shrinkage and footing settlement.

A more thorough inspection of the entire foundation, site, building age, construction methods and other details are needed.

The severe diagonal cracks at the corner of the newly-poured concrete foundation walls above suggest something was seriously wrong with this concrete placement: I was not sure if we're missing reinforcement, had an improper concrete mix, or if the wall froze during set-up. Seeing the second image below suggests we have no horizontal steel reinforcement in the wall.

List of Typical Diagonal Crack Patterns in Concrete Foundations & Walls

Concrete walls tend to display vertical cracks but settlement or frost heaving at a corner of a concrete wall can produce diagonal cracks or breaks in that location.

Steep diagonal cracks may also appear in concrete foundations due to unusual point loads that exceed the compressive strength of the concrete (maybe it was weak concrete not high loading), and we've seen steep diagonal cracks in poured concrete and other high-rise masonry buildings exposed to frost damage.

Steep diagonal shrinkage cracks: But in this photograph of a diagonal crack in a poured concrete foundation, we are almost certainly looking at a large shrinkage crack. Notice that discontinuity in the crack pattern?

A typical cause of diagonal shrinkage cracks in a concrete foundation wall is an improper mix or improper curing conditions at the time that the foundation wall was set in place or "poured".

Diagonal cracks appear at stress points such as emanating from a corner of a window or door from loading and more often from concretre shrinkage.

See CONCRETE SLAB CRACK EVALUATION for more examples of shrinkage and stress cracking in placed or poured concrete.

These crack patterns form clues to help diagnose the probable cause of diagonal foundation cracks in buildings:

• From corner towards adjacent opening,
  
  wider at top than bottom - often due to foundation settlement, expansive clay soil, frost damage, or damage from a shrub/tree close to the foundation wall.
• Under a ground floor window,
  
  from sill to ground, sill bowed up - often due to foundation heave, clay soil, frost, shallow or absent footings
• In the foundation wall 
  
  anywhere, wider at bottom than top - settlement under building
• At building corners
  
  in cold climates - frost heave, frost lensing, shallow footings, water problem, or insufficient backfill. In a typical raised ranch with a garage located in part of the basement, and with the garage entering at one end of a home, we often find step cracks in the front and rear foundation walls only on the garage-end of the home.
  
  These cracks may correspond to some related observations:
  
  (1) there may be less backfill against the front and rear foundation walls where a garage entry is located between them;
  
  (2) the reduction in backfill combined with an un-heated garage may expose these building corners to more frost damage;
  
  (3) if a building downspout or gutter defect spills roof drainage against the building wall, these forces will often combine to make more severe frost cracks appear on the garage-entry end of the home.
• Vertical or diagonal crack
  
  which over a short time - settlement over sink holes- serious, open suddenly after rain; or ravines, mulch, fill, organic debris (later rots and settles).
• Over window/door,
  
  straight or diagonal - loading/header defect - may appear as horizontal along top or bottom of header, vertical at ends of header (possibly due to differences in thermal expansion of different materials of header vs. wall) or vertical/diagonal at center of header (loading failure) or at corners (possible point-load failure)
• Cracks in a poured concrete foundation
  
  which are diagonal or vertical and which are generally uniform in width, or which taper to an irregular hairline form, usually in fact a discontinuous crack in the hairline area, are usually shrinkage cracks and should not be ongoing nor of structural significance, though they may invite water entry through the wall.

Note that often at these foundation failures cracks are visible both outside and inside, but outside they may be covered by backfill.

For detecting evidence of sink holes in an area by visual inspection see Sink Holes: Can X-Ray Vision [Advanced Building & Building Site Inspection Techniques] Warn of Sink Holes? in Florida or elsewhere

Diagonal "Cracks" That Do Not Indicate Wall Movement - Cold Pour Joints

How can we distinguish a diagonal structural crack from a cold pour joint in a poured concrete foundation wall?

Reader CC provided the photos below that he described as "foundation cracks in the basement", and asked that we helpo identify any structural problems.

The outside of the wall is backfill

In the photos above those large dark diagonals in your photographs are COLD POUR JOINTS, CONCRETE. They are not structural cracks.

At WATER ENTRY in BUILDINGS we provide a series of articles detailing approaches to basement waterproofing, starting with the simple, inexpensive basics but also including the use of excavation, geotextiles, etc.

For evaluating the seriousness of foundation damage see

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

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

 

Typical repairs for diagonal shrinkage cracks in a poured concrete foundation wall include the following steps

1. Assess and confirm the type of foundation cracking that has occurred

 so that we understand its cause - since knowing the cause of a crack helps understand the probability of future movement or damage - that is, confirm that we're looking at a shrinkage crack - something that occurred at or close to the time of construction, not a crack that occurred as a result of stresses, loads, or building movement.

2. Assess any impact of the diagonal foundation crack on the structure or its stability.

For the diagonal shrinkage crack above it is unlikely that there has been any measurable impact on the rest of the building structure.

But because multiple forces or stresses can be at work at a building at the same time, a shrinkage cracked foundation might also show signs of settlement or actual movement.

If this crack also showed signs of ongoing or cyclic building movement, such as due to frost pressure, thus converting it into a structural crack, we'd expect to see breakage across that discontinuous point in the crack shown in our photo, and we might also see lateral dislocation - that is, the foundation wall on the two sides of the crack would no longer be flush.

And if there is ongoing settlement we'd expect the crack to be wider at its top than at its bottom (in most cases).

3. Seal the diagonal shrinkage crack against water leakage.

If the crack is confirmed to be only due to concrete shrinkage, and to stop water leaks through the foundation, an expert might recommend sealing using epoxy injection.

The appeal of that approach is that the cost is much less than a foundation waterproofing effort involving exterior excavation.

A complete guide to foundation repairs 

for all types of damage is found beginning

at FOUNDATION REPAIR METHODS - home

Watch out: all foundation waterproofing solutions should begin with an identification of the source of water entry and steps to correct it outside if at all possible.

The most common sources of foundation leaks are improper handling of roof runoff or surface runoff - problems that can often be corrected without digging up the foundation.

See WATER BARRIERS, EXTERIOR BUILDING

and WATER ENTRY in BUILDINGS.

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Continue reading at DIAGONAL CRACKS in BLOCK FOUNDATIONS, WALLS or select a topic from the closely-related articles below, or see the complete ARTICLE INDEX.

Or see these

Recommended Articles

• CONCRETE FOUNDATION, WALL, SLAB DEFECTS - home
• 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 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

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