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    Written certification shall be provided to the Engineer. ... E. Prestress anchorage devices shall effectively distribute prestressing loads to the concrete ... components of the anchorage including wedges, wedge plate and local zone reinforcement are not required to be galvanized. The bearing surface and wedge plate

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    Anchorages shall include design features permitting a watertight connection of sheathing to anchorage, and watertight closing of wedge cavity, for stressing and nonstressing (fixed) anchorages. Design intermediate stressing anchorages to permit complete watertight encapsulation of prestressing tendons.

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