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Concrete shall be Class C. provide the following note with the pertinent bearing details: ELASTOMERIC BEARING LOAD PLATE WELDING: Control welding so that the plate temperature at the elastomer bonded surface does not exceed 300° F as determined by use of pyrometric sticks or other temperature monitoring devices. 50W (A588) A709 Gr.Bridge ...

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The end plate shall be cut flush with the outer pile wall.1. ASTM A252 Grade 2 is used.2. downhole camera or weighted tape with attached dry cloth. End plates shall have a mínimum thickness of 0.5 ksi and a slump of not less than 6.2.[XLS]

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