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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 />5 <br />21. TITLE AND LOCATION (City and State) NW South River Drive Bridge over Tamiami River Canal <br />Miami-Dade County, Florida <br />22. YEAR COMPLETED <br />PROFESSIONAL SERVICES 2018 CONSTRUCTION (if Applicable) n/a <br />23. PROJECT OWNER’S INFORMATION <br />a. PROJECT OWNER <br />Miami-Dade County Public Works Department <br />b. POINT OF CONTACT NAME <br />Dennis Fernandez <br />c. POINT OF CONTACT TELEPHONE NUMBER <br />786.469.5264 <br /> <br />24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) <br />Hardesty & Hanover provided engineering design services for the replacement of the <br />NW South River Drive Bridge. The project was one component of the Miami River <br />Corridor Multi-modal Transportation Plan’s proposed "on-road” greenway which links <br />proposed waterside pedestrian and bicycle facilities and provides connectivity <br />between the Miami Intermodal Center (MIC) and the Greenway. <br />H&H’s new single-leaf bascule bridge and control house designs addressed traffic, <br />structural, hydraulic and aesthetic deficiencies and future needs by providing a 90- <br />foot navigation channel, four traffic lanes and 12- and 6-foot sidewalks. <br /> Located east of the Miami Intermodal Center (MIC) and the Miami International <br />Airport (MIA MIC/Airport, the Tamiami Canal Bridge is one of two north-south <br />crossings over the Tamiami Canal and is part of the roadway network to the Port of <br />Miami. <br />Constructed circa 1921, the Historic Tamiami Canal Swing Bridge was one of the oldest bridges on the Miami River system. Due to its <br />age and deteriorated condition, the original bridge was classified as "structurally deficient" and "functionally obsolete". The navigation <br />and hydraulic channel constriction at the existing bridge was identified by the South Florida Water Management District (SFWMD) as <br />an impediment to flow with potential for raised flood stages upstream. The new bridge needed to provide a better flow of this controlled <br />waterway. <br />Since through-truss "bob-tailed" swing bridge was considered eligible for listing on the National Register of Historic Places (NRHP), the <br />original swing span was relocated in its entirety to its final resting place at Comfort Canal Park where it will be repurposed as a park <br />pedestrian bridge. <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 / EOR <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 />Incorporates Pedestrian Crossing <br />Engineer of Record <br />MDC, FWHA & AASHTO compliant <br />LAP-Funded Project <br />Award Winning Project <br />Urban Environment <br /> <br />This project <br />won the <br />FTBA 2019 <br />LAP Project <br />of the Year <br />Award