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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 />10 <br />21. TITLE AND LOCATION (City and State) SR 968/SW 1st Street Bridge over the Miami River <br />Miami, Florida <br />22. YEAR COMPLETED <br />PROFESSIONAL SERVICES 2017 CONSTRUCTION (if Applicable) n/a <br />23. PROJECT OWNER’S INFORMATION <br />a. PROJECT OWNER <br />Florida Department Transportation <br /> District 6 <br /> <br />b. POINT OF CONTACT NAME <br />Adriana Manzanares <br /> <br />c. POINT OF CONTACT TELEPHONE NUMBER <br />305.470.5283 <br /> <br />24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) <br />Serving as Lead Designer and Engineer-of-Record, Hardesty & Hanover designed <br />the new bascule span replacement and roadway reconstruction for the SR 968/SW <br />1st Street Bascule Bridge. <br /> <br />The new 507-foot replacement bridge included a 315-foot (240 feet trunnion-to- <br />trunnion) double-leaf bascule span over a widened 125-foot navigation channel. <br />Two new approach spans (100-foot span on the west and an 88-foot span on the <br />east), consists of prestressed concrete beams providing at least 16.5 feet of <br />clearance over North and South River Drives. The bascule span roadway included <br />an Exodermic concrete deck providing protection of steel superstructure and a <br />safer/quieter riding surface. The bascule span operates with an electrical- <br />mechanical gear train with a rack and pinion drive, variable frequency drive motor control and relay logic. Project aesthetics are <br />incorporated into the bridge piers, walls, abutments, and a three-story control house. <br /> <br />Roadway reconstruction included upgrading the existing substandard typical section to current standards through the project limits. A <br />typical section in the new roadway has three 11-foot traffic lanes, a 5.5-foot bicycle lane, and 2.5-foot shoulders. Traffic barriers and <br />pedestrian railing are included in the new bridge typical section. <br /> <br />The existing nationally-registered historic <br />SW 1st Street Bridge is a 650.5 foot, 13- <br />span bridge constructed in 1929 is the <br />gateway crossing into downtown Miami <br />traversing the lower segment of the Miami <br />River, which is a working river due to its very <br />active commercial vessel usage. The four- <br />lane one-way pair SW 1st Street Bridge (with <br />the W. Flagler Street Bridge) provides local <br />eastbound access to downtown Miami from <br />the community of Little Havana and located <br />within the City of Miami’s Greenway System. <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 />Lead Bridge Engineer / Subconsultant <br />b. (1) FIRM NAME <br /> <br />(2) FIRM LOCATION (City and State) <br /> <br /> <br />(3) ROLE <br /> <br /> <br />Relevancy to this Project: <br />Complex Bridge Design <br />Pedestrian Bridge Crossing <br />Greenway / Park Elements <br />FDOT & AASHTO compliant <br />Urban Environment <br />Traffic Considerations <br />Iconic design concept <br />