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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
<br />City of Sunny Isles Beach
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<br />QUALIFICATION INFORMATION & ASSIGNED PERSONNEL
<br />E. RESUMES OF KEY PERSONNEL PROPOSED FOR THE CONTRACT
<br />(Complete one Section E for each key person.)
<br />12. NAME 13. ROLE IN THIS PROJECT 14. YEARS EXPERIENCE
<br />JERRY PFUNTNER, PE, SE Project Manager
<br />a. TOTAL b. WITH CURRENT FIRM
<br />26 15
<br />15. FIRM NAME AND LOCATION (City and State)
<br />FINLEY Engineering Group, Inc., (Tallahassee, Florida)
<br />16. EDUCATION (DEGREE AND SPECIALIZATION)17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE)
<br />BS Civil Engineering. University of Florida. 1992
<br />ME Civil Engineering. University of Florida. 1993
<br />NCEES Certification Registered Professional
<br />FL-PE 52063; Licensed Engineer in 13 other states
<br />Illinois SE 081007665
<br />18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.)
<br />Former FDOT Area Structures Engineer for Districts 1 & 6; Adjunct Professor at University of Florida - Advanced Bridge Design.
<br />19. RELEVANT PROJECTS
<br />a.
<br />(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED
<br />Louisville Waterfront Park Phase III, Big Four Pedestrian Ramp (Louis-
<br />ville, KY)
<br />PROFESSIONAL SERVICES CONSTRUCTION (if applicable)
<br />2010 2010
<br /> (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />The Big Four Pedestrian Ramp is a $22M 693-ft-long twin steel box girder bridge and circular landing platform. The redesign ramp structure incorporated
<br />a constant girder cross section, reduced deck thickness and integral pier connections, all helped to reduce fabrication and erection costs. FINLEY’s Value
<br />Engineering redesign was able to reduce the costs relating to materials, fabrication, and construction for the Client by approximately $3M. Jerry prepared
<br />preliminary and final design and layout for the highly curved steel box girder pedestrian bridge. Role: Technical Director Cost: $22 Million
<br />b.
<br />(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED
<br />Capital CascadeS Crossing Pedestrian Bridge (Tallahassee, FL)
<br />PROFESSIONAL SERVICES CONSTRUCTION (if applicable)
<br />2016 2016
<br /> (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />The $7.2M new Capital Cascades Crossing Pedestrian Bridge spans over Tallahassee Florida’s bustling South Monroe Street connecting Cascades Park
<br />with the Capital Cascades Trail. The bridge’s design focuses on aesthetics and presented many challenges for construction. FINLEY developed a unique
<br />temporary support system for the superstructure precast girder sections that allowed the four slanted steel pipe columns to remain in position while the
<br />deck was supported and post-tensioned. Jerry was the Lead Bridge Engineer responsible for construction engineering services including erection manual,
<br />falsework and geometry control. Role: Technical Director/Cost $7.2M
<br />c.
<br />(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED
<br />Estero Parkway Overpass (Ft. Myers, FL)
<br />PROFESSIONAL SERVICES CONSTRUCTION (if applicable)
<br />2009 2009
<br /> (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />The $35M Estero Flyover is 561-ft-long, with spans of 340 ft and 221 ft, and approximately 116-ft-wide. It extends Estero Parkway over I-75, connecting with
<br />Ben Hill Griffin Parkway. This project was a Value Engineering redesign consisting in the replacing of twin, cast-in-place concrete box girders design with a
<br />single, four-steel box girder bridge. This solution expedited the construction schedule and provided a savings of $2.94M to Lee County, with the elimination of
<br />a large falsework support system, reduced construction time, reduced foundation design requirements and simplified construction methods. Role: Technical
<br />Director/Cost $32.2M
<br />d.
<br />(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED
<br />PALMETTO SECTION 5 SR 826/836 INTERCHANGE D-B-F (MIAMI, FL)
<br />PROFESSIONAL SERVICES CONSTRUCTION (if applicable)
<br />2013 2015
<br /> (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />This $558M design-build-finance project consists of high-level precast segmental bridge ramps (Bridges No. 9, 11, 15, 19) that traverse the core of the
<br />interchange. Jerry was responsible for directing the design of four high-level precast segmental bridge ramps that constructed in balanced cantilever using
<br />an erection gentry. This includes final design, specifications, and construction engineering. Role: Technical Director/Cost $558M
<br />e.
<br />(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED
<br />Miami Intermodal Center -Bridge 10A (Miami, FL)
<br />PROFESSIONAL SERVICES CONSTRUCTION (if applicable)
<br />2009 2009
<br /> (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />The value engineering redesign incorporates a 5-span, dual-steel box girder superstructure with a variable width and high degree of curvature. By converting
<br />the superstructure to steel and using only one superstructure type, the redesign eliminates the need for falsework. Jerry was the Design Engineer who
<br />performed calculations for this curved steel box girder bridge alternative design (approx. 140-ft span) with a rolled section sub-girder system. Role: Technical
<br />Director/Cost $8M
<br />E
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