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Inadequate address will allow corrosion of your reinforcing metal to begin. The iron oxide byproducts of the corrosion involve more room from the concrete in comparison to the reinforcing metal and cause cracking and delaminating while in the concrete. Failure to supply satisfactory contraction joints or failure to create expansion joints wide more than enough to support temperature growth in concrete slabs will cause problems. Concrete with insufficient contraction joints will crack and produce a joint wherever a joint was required although not delivered. Sad to say, these cracks will not be as visually desirable as being a fashioned or sawed joint. Development on the cracks relieves the tensile stresses and, even though...