How to Identify & Evaluate Frost Heave/Expansive Soil Cracks in Poured Concrete Slabs
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How to Identify, Diagnose, & Evaluate Frost Heave/Expansive Soil Cracks in Poured Concrete Slabs & floors
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This article describes How to Identify, Diagnose, & Evaluate Frost Heave/Expansive Soil Cracks in Poured Concrete Slabs & floors.
This website describes how to recognize and diagnose various types of foundation failure or damage, such as
foundation cracks, masonry foundation crack patterns, and moving, leaning, bulging, or bowing building foundation walls.
Types of foundation cracks, crack patterns, differences in the meaning of cracks in different foundation materials, site conditions, building history,
and other evidence of building movement and damage are described to
assist in recognizing foundation defects and to help the inspector separate cosmetic or low-risk conditions from
those likely to be important and potentially costly to repair.
Frost Heaves or Expansive Soil Cracks in Poured Concrete Slabs
Frost heaves or expansive soils damage to building floor slabs can range from minor to extensive
in buildings depending on soil and weather conditions, site preparation, and slab construction details, as we
elaborate here.
The photograph above shows a rather straight crack across a garage slab near the garage entry door.
What is happening here and why is this particular crack straight if it's a frost or soil heave crack?
In freezing climates building foundations include a footing which extends below the frost line. This
is true for both the occupied space as well as garages. When a concrete slab is poured either abutting
the top of such a foundation, or poured extending over the edges of such a foundation, there is
risk of cracking across the concrete at the interior edge of the buried footing.
The combination of water under a garage floor (watch out for driveways and sites that slope
towards the garage or home) and freezing can cause the portion of the slab which rests directly
on the soil to move up and down during freeze/thaw cycles.
Since a garage is often colder
near the garage entry door than in other areas, there is extra risk of these cracks occurring
there, but they can occur anywhere. When there is freezing and heaving of a slab, particularly
one which omitted reinforcing steel, or did not extend the steel over the footing, these
garage floor slab cracks may appear during freeze/thaw cycles.
Similar floor slab damage might occur in areas of expansive clay soils if the proper
moisture level is not maintained.
Basement floor heave patterns - frozen floor drains:
Basement floors can be frost heaved in other patterns in buildings which are
unheated or which lose heat.
We have found basement floor slabs broken and heaved
above buried drain lines which ran below the basement floor of a home which
remained unheated during freezing weather. A clogged drain sitting full of liquid
combined with prolonged freezing weather was the culprit in most of these cases.
The heaved concrete was raised following exactly the path of the frozen (and burst)
buried, clogged drain line. This problem can be epidemic in older homes which
were constructed using a downspout drain line extending below the basement slab.
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Additional technical contributors & reference sources for this article are listed below.
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"Best Practices for Concrete Sidewalk Construction," Balvant rajani, Canadian National Research Council
"Design Considerations for Perlite Roof Slabs," a chapter in "Perlite Concrete Grade for Lightweight Concrete Construction", United Perlite Corporation
"Quality Standards for the Professional Remodeling Industry", National Association of Home Builders Remodelers Council, NAHB
Research Foundation, 1987. See our books at "Structure" at the InspectAPedia Bookstore
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