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STANDARD FORM 330 (REV. 3/2013) PAGE 3 <br />F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT <br />(Present as many projects as requested by the agency, or 10 projects, If not specified. Complete one Section F for each project.) <br />20. EXAMPLE PROJECT KEY <br />NUMBER <br /> <br />9 <br />21. TITLE AND LOCATION (City and State) Gasparilla Island Swing Bridge over the Gulf ICWW <br />Gasparilla Island, Florida <br />22. YEAR COMPLETED <br />PROFESSIONAL SERVICES 2016 CONSTRUCTION (if Applicable) n/a <br />23. PROJECT OWNER’S INFORMATION <br />a. PROJECT OWNER <br />Gasparilla Island Bridge Authority <br /> <br />b. POINT OF CONTACT NAME <br />Kathy Verrico <br /> <br />c. POINT OF CONTACT TELEPHONE NUMBER <br />941.697.2271 <br /> <br />24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) <br />Hardesty & Hanover provided comprehensive design services for the replacement of <br />the Gasparilla Island Swing Bridge which included field inspection, a feasibility study, <br />complete design, and post-design engineering support. <br />Our feasibility study provided details on high-level fixed, swing, and bascule <br />alternatives on north and south alignments. A swing bridge on a southerly alignment <br />was chosen to minimize environmental impacts such as devastation to sea grass and <br />mangrove vegetation. H&H’s design goal was to replicate the existing appearance of <br />the site and position the new 225-foot main swing span off-center from the existing <br />navigation channel and higher than the existing span to allow the existing and new span to operate during the construction of the new <br />bridge. <br />The new swing span superstructure consists of steel girders in similar shape to the existing supporting an Exodermic concrete deck. <br />The north approach span structure consists of two 108 foot spans with a total length of 217 feet, while the south approach structure <br />includes two 117 foot spans with a total length of 235.5 feet. The approach superstructure has Florida I-Beam prestressed beams (FIB) <br />supporting a cast-in-place concrete deck. The total length of the new bridge, including approach spans, is 678 feet. <br />The new substructure consists of waterline footings <br />founded on prestressed concrete piles and <br />hammerhead-type piers supporting the superstructure. <br />This is the first substructure designed to support a <br />swing bridge using the FDOT navigation vessel <br />collision loads and methodology. Mechanically <br />stabilized wall systems support the approach <br />embankments. <br />The new bridge profile is higher than the original to <br />satisfy the Coast Guard requirements, reduce the <br />number of bridge openings, and not be impacted by the <br />storm surge wave crest. The new elevation also allows <br />the new swing span to clear the existing swing span <br />during operation since the existing swing bridge <br />remained in service throughout construction. <br />. <br />25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT <br />a. (1) FIRM NAME <br />HARDESTY & HANOVER <br />(2) FIRM LOCATION (City and State) <br />Sunrise, FL <br />(3) ROLE <br />Prime; Bridge Engineer <br />b. (1) FIRM NAME <br /> <br />(2) FIRM LOCATION (City and State) <br /> <br /> <br />(3) ROLE <br /> <br /> <br />c. (1) FIRM NAME <br /> <br />(2) FIRM LOCATION (City and State) <br /> <br /> <br />(3) ROLE <br /> <br /> <br /> <br />Relevancy to this Project: <br />Complex Bridge Design <br />Pedestrian Bridge Crossing <br /> Delivered by same Project Manager Henri Sinson <br />Award Winning Bridge