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Cracks In Concrete Basement Walls

WHAT Types of Cracks May Occur?

Cast-in-place concrete basements provide durable, high quality extra living space. At times when proper construction practices are not used, undesirable cracks occur, such as:

    a. Temperature and drying shrinkage cracks. With few exceptions, newly placed concrete has          the largest volume that it will ever have. This shrinkage tendency is increased by drying          and/or a drop in temperature and can lead to random cracking if steps are not taken to          control the location of the cracks by providing control joints.

    b. Settlement cracks. These occur from nonuniform support of footings or occasionally          expansive soils.

    c. Other structural cracks. In basements these cracks generally occur during backfilling,          particularly when heavy equipment gets too close to the walls.

    d. Cracks due to lack of joints or improper jointing practices.

WHY do Basement Cracks Occur?

In concrete basement walls, some cracking is normal. The "Home-Owners Warranty" (HOW Program) requires repair only when wall cracks leak or exceed 1/8" in width. Most cracks normally occur because one or more of the following rules of "good concrete practice" were not followed:

    a. Providing uniform soil support.

    b. Using moderate slump concrete and avoiding addition of water to the concrete mixture          on the job.

    c. Observing proper concrete placement practices.

    d. Providing control joints every 20 to 30 feet.

    e. Backfilling carefully and, if possible, waiting until the first floor is in place in cold
        weather.(concrete gains strength at a slower rate in cold weather.)

HOW to Construct Quality Basements

Since the performance of concrete basements is affected by climate conditions, unusual loads, materials quality and workmanship, care should always be exercised in their design and construction. The following steps should be followed:

    a. Site conditions and excavation. Soil investigation should be thorough enough to ensure          design and construction of foundations suited to the building site. The excavation should be          to the level of the bottom of the footing. The soil or granular fill beneath the entire area of          the basement should be well compacted by rolling, vibrating or tamping. Footings must bear          on undistrubed soil.

    b. Formwork and reinforcement. All formwork must be constructed and braced so that it can          withstand the pressure of the concrete. Reinforcement is effective in controlling shrinkage          cracks and is especially beneficial where uneven side pressures against the walls may be          expected. Observe state and local guidelines for wall thickness and reinforcement if needed.

    c. Control Joints. Shrinkage and temperature cracking of basement walls can be controlled by          means of properly located and formed joints. As a rule of thumb, in 8 ft. high and 8 inches          thick walls, vertical control joints should be provided at a spacing of about 30 times the wall          thickness. These wall joints can be formed by nailing a 3/4 inch thick strip of wood, beveled          from 3/4 to 1/2 in width, to the inside of both interior and exterior wall forms. After the          removal, the grooves should be caulked with a good quality joint filler.

    d. Concrete. In general, use concrete with a moderate slump (up to 5 inches). Avoid          retempering. Concrete with a higher slump may be used providing the mixture is          specifically designed to produce the required strength without excessive bleeding and/or          segregation. In areas where weathering is severe and where the walls may be exposed to          moisture and freezing temperatures, air entrained concrete should be used.

    e. Placement and Curing. Place concrete in a continuous operation to avoid cold joints. If          concrete tends to bleed and segregate slump must be reduced and the concrete placed in the          form every 20 to 30 feet around the perimeter of the wall. High slump concretes that do not          bleed or segregate will flow horizontally for long distances and reduce the number of          required points of access to the form. Provide adequate curing and protection to fresh          concrete. It should not be allowed to freeze in cold weather. Preventive measures could be          taken by completely enclosing the structure with polyethylene sheets and, if necessary,          providing heat.

    f. Waterproofing and drainage. Spray or paint the exterior of walls with damp proofing asphaltic compound. Provide foundation drainage by installing drain tiles or plastic pipes around the exterior of the footing, then covering with clean granular fill to a height of at least 1 foot prior to backfill. Water should be drained to lower elevations suitable to receive storm water run-off.

    g. Backfilling and final grading. Backfilling should be done carefully to avoid damaging the walls. Brace the walls or, if possible, have first floor in place before backfill. To drain the surface water away from the basement, finish grade should fall of 1/2 to 1 inch per foot for at least 8 feet to 10 feet away from the foundation.

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