How to Diagnose & Evaluate Diagonal Cracks in Concrete Foundations / Walls
Angular or sloping cracks in concrete foundations or walls
DIAGONAL CRACKS in CONCRETE FOUNDATIONS, WALLS - CONTENTS: How to Evaluate Diagonal Foundation Cracks. What are the typical causes of diagonal cracks in concrete foundations? Are repairs needed? Photographs of types of diagonal foundation cracks
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Diagonal foundation cracks in concrete walls or foundations: diagnosis & repair:
This chapter of the Foundation Crack Bible 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.
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:
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
Reader Question: How can we distinguish a diagonal structural crack from a cold pour joint in a poured concrete foundation wall?
I am hoping you can help me out here, the home inspector was not very helpful to me for this one.
I have attached an image of the foundation cracks in the basement, I am wondering if you can help me identify if there is any structural problems.
The outside of the wall is backfill.
Thank you so much for your help!
- C.C. 9/5/12
Reply: Unfortunately your initial photos were quite blurry and small, making any detailed examination impossible. I cannot see if you are actually showing photos of actual foundation cracking (such as due to settlement or movement) or if in fact we are looking at foundation wall leak stains along cold pour joints.
Certainly the large dark diagonals in your photographs are COLD POUR JOINTS, CONCRETE. We will continue the discussion in added detail in that article.
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
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.
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.
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"Concrete Slab Finishes and the Use of the F-number System", Matthew Stuart, P.E., S.E., F.ASCE, online course at www.pdhonline.org/courses/s130/s130.htm
Mark Cramer Inspection Services Mark Cramer, Tampa Florida, Mr. Cramer is a past president of ASHI, the American Society of Home Inspectors and is a Florida home inspector and home inspection educator. Mr. Cramer serves on the ASHI Home Inspection Standards. Contact Mark Cramer at: 727-595-4211 mark@BestTampaInspector.com
John Cranor is an ASHI member and a home inspector (The House Whisperer) is located in Glen Allen, VA 23060. He is also a contributor to InspectApedia.com in several technical areas such as plumbing and appliances (dryer vents). Contact Mr. Cranor at 804-747-7747 or by Email: firstname.lastname@example.org
"Concrete Slab Finishes and the Use of the F-number System", Matthew Stuart, P.E., S.E., F.ASCE, online course at www.pdhonline.org/courses/s130/s130.htm
Sal Alfano - Editor, Journal of Light Construction*
Thanks to Alan Carson, Carson Dunlop, Associates, Toronto, for technical critique and some of the foundation inspection photographs cited in these articles
Arlene Puentes, ASHI, October Home Inspections - (845) 216-7833 - Kingston NY
Greg Robi, Magnum Piering - 800-822-7437 - National*
Dave Rathbun, P.E. - Geotech Engineering - 904-622-2424 FL*
Ed Seaquist, P.E., SIE Assoc. - 301-269-1450 - National
Dave Wickersheimer, P.E. R.A. - IL, professor, school of structures division, UIUC - University of Illinois at Urbana-Champaign School of Architecture. Professor Wickersheimer specializes in structural failure investigation and repair for wood and masonry construction. * Mr. Wickersheimer's engineering consulting service can be contacted at HDC Wickersheimer Engineering Services. (3/2010)
Diagnosing & Repairing House Structure Problems, Edgar O. Seaquist, McGraw Hill, 1980 ISBN 0-07-056013-7 (obsolete, incomplete, missing most diagnosis steps, but very good reading; out of print but used copies are available at Amazon.com, and reprints are available from some inspection tool suppliers). Ed Seaquist was among the first speakers invited to a series of educational conferences organized by D Friedman for ASHI, the American Society of Home Inspectors, where the topic of inspecting the in-service condition of building structures was first addressed.
Design of Wood Structures - ASD, Donald E. Breyer, Kenneth Fridley, Kelly Cobeen, David Pollock, McGraw Hill, 2003, ISBN-10: 0071379320, ISBN-13: 978-0071379328
This book is an update of a long-established text dating from at least 1988 (DJF); Quoting: This book is gives a good grasp of seismic design for wood structures. Many of the examples especially near the end are good practice for the California PE Special Seismic Exam design questions. It gives a good grasp of how seismic forces move through a building and how to calculate those forces at various locations.THE CLASSIC TEXT ON WOOD DESIGN UPDATED TO INCLUDE THE LATEST CODES AND DATA. Reflects the most recent provisions of the 2003 International Building Code and 2001 National Design Specification for Wood Construction. Continuing the sterling standard set by earlier editions, this indispensable reference clearly explains the best wood design techniques for the safe handling of gravity and lateral loads. Carefully revised and updated to include the new 2003 International Building Code, ASCE 7-02 Minimum Design Loads for Buildings and Other Structures, the 2001 National Design Specification for Wood Construction, and the most recent Allowable Stress Design.
Defects and Deterioration in Buildings: A Practical Guide to the Science and Technology of Material Failure, Barry Richardson, Spon Press; 2d Ed (2001), ISBN-10: 041925210X, ISBN-13: 978-0419252108. Quoting: A professional reference designed to assist surveyors, engineers, architects and contractors in diagnosing existing problems and avoiding them in new buildings. Fully revised and updated, this edition, in new clearer format, covers developments in building defects, and problems such as sick building syndrome. Well liked for its mixture of theory and practice the new edition will complement Hinks and Cook's student textbook on defects at the practitioner level.
Carson, Dunlop & Associates Ltd., 120 Carlton Street Suite 407, Toronto ON M5A 4K2. Tel: (416) 964-9415 1-800-268-7070 Email: email@example.com. The firm provides professional home inspection services & home inspection education & publications. Alan Carson is a past president of ASHI, the American Society of Home Inspectors. Thanks to Alan Carson and Bob Dunlop, for permission for InspectAPedia to use text excerpts from The Home Reference Book & illustrations from The Illustrated Home. Carson Dunlop Associates' provides extensive home inspection education and report writing material.
The Illustrated Home illustrates construction details and building components, a reference for owners & inspectors. Special Offer: For a 5% discount on any number of copies of the Illustrated Home purchased as a single order Enter INSPECTAILL in the order payment page "Promo/Redemption" space.
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