Reinforcement and Joints Sample Clauses

Reinforcement and Joints. Reinforcement and joints shall be according to the following. • The reinforcement shall be as shown on the plans. Patches shall be tied to the adjacent pavement with No. 4 transverse deformed bar, embedded 8 in. at 36 in. centers. • The Design-Build Contractor shall tie the steel together, using at least two secure ties for each lap splice. • Should an existing lap splice be encountered in the patch splice area, the Design-Build Contractor shall construct the new splice by tying both of the exposed reinforcement bars to the new reinforcement bar.
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