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12. NAME Manuel Benitez, P.E. Com Jete one Section E for each ke 13. ROLE IN THIS CONTRACT Structural Engineer, Bridge erson. E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 14. YEARS EXPERIENCE A. TOTAL B. WITH CURRENT FIRM 26 7 15. FIRM NAME AND LOCATION (City and State) BCC Engineering, Inc., 7300 North Kendall Drive, #400, Miami, Florida 33156 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) M.S.C.E., University of Kansas, 1990 Professional Engineer, Florida #45148 B.S.C.E., Purdue University, 1981 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications. Organizations, Training, Awards. etc.) 19. RELEVANT PROJECTS (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED SR-5 (US-1) from M.P. 11.711 to M.P. 13.870, Miami-Dade County, PROFESSIONAL SERVICES I CONSTRUCTION (If applicable) Florida, FDOT, District 6 2006 I (3) BRIEF DESCRIPTION (Brief scope, size. cost. etc.) AND SPECIFIC ROLE o Check if project performed with current firm a. Design Engineer for a two span AASHTO Type II Beam bridge for a wildlife crossing near Everglades National Park in South Miami Dade County. The bridge consists of two equal spans of 60' -0" for a total bridge length of 120'-0". The substructures consists of pile bents with 24" prestressed concrete piles. Responsibilities also included approximately 3600' of wrap around MSE wall at the bridge approaches. Mr. Benitez' responsibilities have included design of the substructure and QA/QC of the superstructure design and the plans production. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED NW 138th Street Over Miami Canal, Miami-Dade County, Florida, PROFESSIONAL SERVICES I CONSTRUCTION (If applicable) Miami-Dade Public Works Department 2006 I (3) BRIEF DESCRIPTION (Brief scope. size, cost. etc.) AND SPECIFIC ROLE o Check if project performed with current firm b. Design Engineer for replacement of an existing prestressed slab unit bridge over the Miami Canal with a new continuous three span flat slab. The new bridge has three equal spans of 36'-0" (overall length 108'-0") and provides for five lanes of traffic. The bridge is in a heavily industrialized area and the Miami Canal runs immediately adjacent to Okeechobee Road (SR 25). The design included curved returns for heavy truck movements and superelevation transitions at the connection with Okeechobee Road. Mr. Benitez was responsible for QA/QC of the design and Construction Plans. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED HEFT Interchange at NW 74th Street, Miami-Dade County, Florida, PROFESSIONAL SERVICES I CONSTRUCTION (If applicable) FDOT Turnpike Enterprise 2005 I C. (3) BRIEF DESCRIPTION (Brief scope, size. cost. etc.) AND SPECIFIC ROLE o Check if project performed with current firm Design Engineer for the widening of a simply supported AASHTO Type IV beam bridge with a span length of 93'-0". The bridge carried the Turnpike Mainline over the NW 74th Street Canal and the widening was part of the improvements for a new interchange along the HEFT. Responsible for design of the superstructure and substructure. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED NE 2nd Avenue Over little River Canal, Miami-Dade County, FL, PROFESSIONAL SERVICES I CONSTRUCTION (If applicable) Miami-Dade Public Works Department - 2005 I (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE o Check if project performed with current firm d. Design Engineer for the replacement of an existing bridge over the Little River Canal. New bridge is a continuous three span flat slab superstructure with an overall length of 84'-0" and equal spans of 28'-0". The bridge was flanked on both sides by private property which required closely matching the existing profile, a shallow depth structure, retaining walls along the Little River Canal, and driveway connections on the approach slabs. Proposed intermediate bents were aligned with the existing supports of adjacent utilities (force mains) at the direction of SFWMD. Right-of-Way Occupancy Permit included variances for vertical and horizontal clearances. STANDARD FORM 330 (6/2004) PAGE 7