Defect documented in inspection

Foundation cracks
in Greater Montreal

Visible indicators documented during inspection, crack patterns, visual-inspection limitations regarding structural significance, and when structural engineering expertise is recommended. Educational page — not engineering expertise or legal advice.

Understanding cracks

Not all cracks
are equal.

A foundation crack is a visible discontinuity in the foundation wall, concrete slab, or load-bearing masonry. All homes develop cracks over time — this is generally normal and linked to concrete shrinkage, freeze-thaw cycles, and natural soil movement. The question is therefore not "are there cracks?" but "which cracks are concerning and which are not?". During a visual inspection, we document the crack pattern (vertical, horizontal, diagonal, stair-step), its measured width, its length, its orientation, signs of activity or stabilization, and any associated displacement or infiltration. These observations let us propose the most plausible hypotheses, but confirming the activity and cause often requires specialist verification.

Documented patterns

Six crack types
frequently observed.

Here are the crack patterns we regularly document in residential inspection, with a general indication of typical concern. This classification is educational — each crack must be evaluated in its context by an inspector, then by a structural engineer when signs warrant it.

Often of low concern

1. Shrinkage crack (fine vertical)

Narrow vertical crack (less than 1 mm), often centred, caused by normal concrete shrinkage during curing. Common in foundations less than 10 years old. To monitor for infiltration or widening.

To monitor

2. Wide or evolving vertical crack

Wider vertical crack (1-5 mm) or one that widens over time. May indicate differential settlement on one side of the building. Verification recommended if infiltration or active widening.

Specialist verification recommended

3. Horizontal crack

Crack running horizontally across the foundation wall, particularly at mid-height. Possible indicator of active lateral soil pressure against the wall (wet backfill surcharge, frost-thaw, roots). Structural engineering expertise recommended.

To monitor

4. Stair-step crack (masonry/blocks)

Crack following mortar joints in a stair-step pattern in masonry or concrete blocks. Often associated with differential settlement or movement of the underlying foundation. Width and activity documented.

To monitor

5. Diagonal crack (opening corner)

Diagonal crack starting from the corner of a window, door or change of section. Often linked to a concentration of structural stress or localized settlement. To be considered with other movement signs.

Specialist verification recommended

6. Star or multiple slab cracks

Multiple converging or star-pattern cracks on the basement or garage concrete slab. In areas and periods where pyrite has been documented (Laval, South Shore, North Shore — 1985-95), to consider in the pyrite-risk context and possibly with petrographic analysis.

Important: this classification is educational and does not replace in-person evaluation. The same pattern can be benign in one context and concerning in another, depending on building age, foundation type, soil, history, and associated signs (infiltration, displacement, door-frame deformation). Our report documents observed cracks and recommends, on a case-by-case basis, specialist verification when signs warrant it.

Scope and limitations

What an inspection
can and cannot do.

Our visual inspection follows the InterNACHI standard. For foundation cracks specifically, there are important limitations to understand.

👁
Visual inspection
We document visible and accessible cracks, measure their width with a crack gauge, note orientation and location, and photograph areas of concern. No opening of finishes or excavation is performed.
🚫
No structural diagnosis
We do not determine the structural adequacy of a foundation, we do not certify load-bearing capacity, and we do not provide a conclusive structural diagnosis from visual inspection alone. These evaluations fall under the responsibility of a structural engineer.
📷
Hidden movement
A stabilized crack and an active crack may look similar at a single point in time. Actual crack activity requires time-based follow-up (crack gauge, observations over several months) or instrumentation. A point-in-time inspection cannot measure ongoing hidden movement.
🏗
Structural engineer
When observations warrant it (wide horizontal crack, displacement, bowing, active movement, pyrite context), we refer to a structural engineer for evaluation. This expertise is not included in a standard pre-purchase inspection.
Complementary verifications

When to recommend
a structural engineer.

We recommend structural engineering expertise in the following situations — ideally before removing the conditions on the purchase offer.

Horizontal crack in the foundation wall, particularly at mid-height, wider than 3 mm or with measurable horizontal displacement.
Bowing or displacement of foundation wall, measurable with a spirit level or plumb line, particularly if plaster or paint shows cracks following the bowing.
Structural cracks with secondary signs: door frames that no longer close, sloping floor, cracks in interior walls or ceilings along the same axis as the foundation crack.
Crack with active water infiltration, particularly if water appears with every rain or snowmelt episode. Combined drainage + structure verification recommended.
Context suggesting pyrite (documented area, 1985-95 property, multiple star-pattern slab cracks, slab heaving). Combine with petrographic analysis — see our dedicated pyrite page.
Multiple converging cracks or dense crack networks, particularly on the slab or at the ends of the foundation wall. Possible sign of significant structural movement.
Regional context

Crack profiles
by Greater Montreal region.

Foundation cracks occur in all regions, but typical causes vary by geology, construction period, and foundation type.

For buyers with tight deadlines

Condition removal
and foundation cracks.

If the pre-purchase inspection reveals concerning cracks and the condition-removal deadline is short, several options are available depending on your risk tolerance and the seller's cooperation.

Relevant inspections

Services that document
visible cracks.

Further reading

Related content
on foundations.

FAQ

Frequently asked questions —
Foundation cracks.

What is documented during an inspection, what is not, and when to consult an engineer.

Are all foundation cracks dangerous?+
No. Not all cracks are equal. Some patterns (fine vertical shrinkage cracks, stabilized, without displacement or infiltration) are common and often of little concern. Others (wide horizontal cracks, active stair-step cracks, wall displacement, associated infiltration) warrant verification by a structural engineer. Our role is to document the appearance, width, orientation, and associated signs — not to provide a definitive structural diagnosis.
Can an inspection determine the exact cause of a foundation crack?+
Not conclusively. A visual inspection documents the crack pattern (vertical, horizontal, diagonal, stair-step), its measured width, signs of recent or stabilized movement, associated moisture, and the building's context. From these observations, we propose the most plausible causes (differential settlement, frost-thaw, lateral pressure, concrete shrinkage, point load, pyrite). Confirming the exact cause and crack activity often requires follow-up by a structural engineer, crack gauge testing, or time-based monitoring.
Which types of cracks are most concerning?+
The cracks that most often warrant specialist verification: (1) horizontal cracks wider than 3 mm, particularly at mid-height of the foundation wall — possible indicator of active lateral soil pressure; (2) stair-step cracks in masonry or concrete blocks, actively moving; (3) cracks accompanied by horizontal displacement or wall bowing; (4) cracks with active water infiltration; (5) multiple converging or star-pattern cracks on the slab (to be considered in the pyrite-risk context when applicable).
When do you recommend structural engineering expertise?+
We recommend structural engineering expertise when visual observation reveals one of the following: a wide and active horizontal crack, measurable wall or slab displacement, structural cracks accompanied by signs of movement (cracked ceilings, doors that no longer close, sloping floor), foundation wall bowing, or context suggesting pyrite (area, 1985-95 period, slab heaving). Engineering expertise evaluates structural integrity, identifies the cause and proposes required corrective work.
Do all Greater Montreal regions have foundation problems?+
Yes, but the causes vary. Stone foundations of century-old homes in Montreal, Lanaudière and Estrie present particular age- and material-related challenges. Concrete block foundations of 1950-80s bungalows (West Island, Laval) often show settlement-related cracks. Foundations on Champlain marine clay in the South Shore and Montérégie undergo marked differential settlement. Sloped-terrain foundations in the Laurentides resist variable lateral pressure. New North Shore developments often show shrinkage cracks.
Can a foundation crack be considered a hidden defect?+
It depends on the circumstances. In Quebec, a defect may qualify as a hidden defect if it existed before the sale, was not known to the buyer, was not apparent through careful examination, and is sufficiently serious. A crack visible and apparent during a reasonable pre-purchase inspection will generally not be considered a hidden defect. The legal qualification is the responsibility of a lawyer specialized in real estate law. We offer a documentary expertise service to support a legal file, but we do not provide legal advice.
A crack that concerns you?

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