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Design Construction Impacts
Design errors with ground elevation for bridge and wall substructure have required numerous changes during construction. The Peasley Canyon Bridge east end pier and the retaining walls to the east were redesigned to compensate for these elevation changes. The two intermediate piers required an adjustment of the shafts to match existing elevations. The precast barrier on the shoulder of SR18 required revisions due to stability concerns. Temporary illumination systems were required on two of the ramps.
The contractor has proposed three Cost Reduction Incentive Proposals (CRIP) that we have accepted. One for changing superstructure widening from cast in place box girder to a precast girder structure. Two changes to wall structures to make them easier and more cost effective to construct.
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