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RFQ No. 20-10-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. CCNA City of Sunny Isles Beach 62| QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E. RESUMES OF KEY PERSONNEL PROPOSED FOR THE CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS PROJECT 14. YEARS EXPERIENCE ENRIQUE I. ESPINO, PE Cost Estimating and Schedule a. TOTAL b. WITH CURRENT FIRM 53 3 15. FIRM NAME AND LOCATION (City and State) FINLEY Engineering Group, Inc. (Tallahassee, FL) 16. EDUCATION (DEGREE AND SPECIALIZATION)17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) B.S. in Civil Engineering. Louisiana State University. 1965. M.S. in Civil Engineering. University of Illinois. 1966. Professional Engineer - Florida 15382, Louisiana Registered Land Surveyor - Louisiana G.C. License - Florida, North Carolina, Alabama, South Carolina, West Virginia 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Affiliations: Florida Transportation Builders Association, Engineering Contractors Association of South Florida, Latin Builders Association, American Segmental Bridge Institute, and Architectural Precast Association. Awards: Florida Transportation Builder’s Association 2018 Hall of Fame Inductee. 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED C&D Canal Bridge (St. Georges, Delaware) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 1995 1995 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE  Check if project performed with current firm Enrique served as the Cost Control and Schedule Manager for this cable-stayed segmental concrete bridge over navigable waterway having a clear main span of 750 ft., two (2) 375 ft. side spans and 26 ea. 150 ft. approach spans, erected using the span-by-span system using an overhead launching truss. The cable stayed portion of the project consisted of two centerline pylons and 36 stays that ran from the back span segments over the upper section of the centerline pylon and ended at the front span segments, all through a delta frame between the two carriageways. Stays varied in size from 11 strands to as much as 29 strands and they were pressure grouted inside steel pipes. Role: Cost Estimating and Schedule/Cost: $59M b. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Sidney Lanier Bridge (Brunswick, GA) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2001 2001 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE  Check if project performed with current firm Enrique served as the Cost Estimator for 1,606 miles of bridge construction consisting of a main span of 1,250 ft., 500 ft. high pylons, 176 stays, the south and north approaches and two rock islands. A highlevel bridge (185 ft. over water) carrying four lanes of traffic over a very busy navigable waterway. Role: Cost Estimating and Schedule/Cost: $64M c. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Palmetto Expwy Section 5 SR826/SR836 Extension Design Build (Miami, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2015 2015 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE  Check if project performed with current firm Improvements and reconstruction of the SR826/Flagler Street and SR836/NW 72nd Avenue Interchanges. The project included 38 concrete beam bridges and 4 segmental bridges built in balanced cantilever. Role: Cost Control and Schedule Manager. Role: Bridge Architect/Cost: $558M d. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Acosta Bridge (Jacksonville, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 1994 1994 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE  Check if project performed with current firm Cast in place concrete segmental bridge. Total length of the bridge 1650 ft. with an important center span of 630 ft. over the St. Johns River in Jacksonville Florida. The contract for the twin bridges also included the demolition of the old Acosta Bridge. Role: Cost Control and Schedule Manager/Cost: $148M e. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED MDX Kendal Ramp at SR874 (Shula) (Miami, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2009 2009 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE  Check if project performed with current firm Cost Estimator for project involving the construction of a major bridge from Kendall Drive (SW 88th Street) over the existing SR 878 and tie back into the Northbound SR 874. Due to the confined project area, one of the challenges was to build this project in a predominately residential area between two highways. Role: Cost Control and Schedule Manager/Cost: $68M E