A construction joint in a concrete slab cast over a corrugated steel deck is divided into a first pour and a second pour. Wire mesh reinforcement is stopped at the joint, and additional number 3 reinforcing bars spaced at twelve inches on center are placed across the junction. A forty-eight inch dimension marks the extent from the joint centerline into the first pour. The concrete topping rests on the ribbed metal deck profile with a vertical break indicating the pour separation.
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