WGI provided structural engineering design for the approach spans of the Boca Club Bascule bridge, including the superstructure, sidewalk and barrier replacement, replacement of the abutments and intermediate piers 2 and 5 of the substructure, replaced the fender system with new walers and pile cable ties, replacement of east and west approach slabs, and designed and relocated a replacement for the bridgetender house.
Design modifications were made to drainage scuppers on the bridge, relocation of traffic lights and barriers, upgraded existing guardrails, widening of the existing bridge lanes from 10 feet to 12 feet 6 inches with the inclusion of gutters. Modifications to the bascule spans, roadway grading, pedestrian guardrails, sidewalks, and overhead lighting to accommodate the widened approach spans were also provided.
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