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25.FIRMS FROM SECTION INVOLVED WITH THIS PROJECT a. (1)FIRM NAME EAC Consulting, Inc. (2) FIRM LOCATION (City and State) Miami, FL (3) ROLE Prime b. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3) ROLE c. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3) ROLE F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'SQUALIFICATIONS FOR THIS CONTRACT(Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20.EXAMPLE PROJECT KEY NUMBER(8) 21.TITLE AND LOCATION (City and State) Tamiami Canal Historic Swing Bridge PD&E, NW South River Drive, Miami-Dade County, Florida 22.YEAR COMPLETED PROFESSIONAL SERVICES 2004 CONSTRUCTION (If applicable) 23.PROJECT OWNER’S INFORMATION a.PROJECT OWNERFDOT District 6 b.POINT OF CONTACT NAMEJorge Gomez c.POINT OF CONTACT TELEPHONE NUMBER305-470-5183 24.BRIEF DESCRIPTION OF PROJECT AND REVELANCE TO THIS CONTRACT (Include scope, size, and cost) The Florida Department of Transportation (FDOT) District VI has initiated this Project Development and Environment (PD&E) Study to identify transportation improvements for the Tamiami Canal Bridge on NW South River Drive/Delaware Parkway in order to meet existing and future pedestrian, vehicular, navigational and hydraulic conveyance needs. The project area is located on NW South River Drive between NW 19th Street and NW 32nd Avenue. Built in 1921, this existing movable swing bridge crosses over the Tamiami Canal (C-4) on NW South River Drive and is one of the oldest bridges on the Miami River System. The bridge’s age and unique engineering make it eligible for listing on the National Register of Historic Places. Any proposed improvement would require documentation to show that there is no prudent or feasible alternative. The bridge has deteriorated over the years and has suffered structural damage due to vehicular and vessel impacts. Structural deficiencies have resulted in weight restrictions of 30 tons, traffic and pedestrian safety concerns, and capacity concerns. The current bridge configuration has resulted in channel constriction and negative impacts to storm water management efforts. EAC is responsible for the roadway design, structures, corridor analysis, drainage, and PD&E study. To date, we have completed the data collection, the alternative corridor analysis and the roadway/bridge alternatives analysis portion of this study, along with the corresponding Public Involvement efforts including public meetings, meetings with public officials and agencies, alternatives public workshop and newsletters.