WGI provided an evaluation and condition assessment of the Dania Beach Pier. The approximately 930-foot pier was constructed in 1994 and consisted of a 212- foot long by 9-foot wide ramp section and the main pier section that is 18-feet six inches wide and terminates with a 58-foot wide by 31-foot long Tee-head. The pier is constructed primarily of precast concrete and wooden components.

The substructure is constructed with 18-inch square prestressed concrete piles and concrete pile caps. The pile caps and piles which are spaced between 30 and 40 feet apart are referred to as bents. The superstructure is constructed with precast/post-tensioned concrete beams. The beams sit on top of the pile caps with wood blocking anchored on each side of the beams to prevent racking or displacement of the beams.

The tops of the concrete beams have recessed notches where wood decking panels bear. No anchorage is provided between the deck and the beams. The wood panels are made in sections with decking attached to panel boards with galvanized bolts. They are designed as blow away panels to act as pressure relief for the deck, reducing the stress on the structure during a storm event.

The panels are designed to be replaceable and sized to be handled with a two or three-person crew. The handrail system is secured by wood posts bolted through the exterior concrete beams. Horizontal rails are attached across the posts. The top rail is synthetic lumber. The wood railing discontinues at each pile cap location, and there are one-foot wide by two-feet long concrete bollards.