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RFQ No. 19-11-01 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 />PATRICK NOBLE, PE, SE Lead Bridge Engineer
<br />a. TOTAL b. WITH CURRENT FIRM
<br />7 4
<br />15. FIRM NAME AND LOCATION (City and State)
<br />FINLEY Engineering Group, Inc. (Tallahassee, FL)
<br />16. EDUCATION (DEGREE AND SPECIALIZATION)17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE)
<br />B.S. Civil Structural Engineering. Texas A&M University. 2010
<br />MS Structural Engineering. Texas A&M University. 2012.
<br />NCEES Certification, Registered Professional Engineer
<br />Florida PE No. 80714, Illinois SE No. 081008380
<br />18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.)
<br />Affiliations: American Bridge Segmental Institute (ASBI) and National Steel Bridge Alliance (NSBA).
<br />19. RELEVANT PROJECTS
<br />a.
<br />(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED
<br />I-4 Ultimate Maitland Pedestrian Bridge over I-4 (Orlando, FL)
<br />PROFESSIONAL SERVICES CONSTRUCTION (if applicable)
<br />2019 2019
<br /> (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />This signature pedestrian suspension arch bridge over I-4 will serve as the gateway into Orlando and consists of a 600-ft-long curved walkway with a 600
<br />ft radius with a steel wide flange beam and a cast-in-place concrete deck superstructure suspended from a 708-ft-long trapezoidal steel box arch with 40
<br />steel cables. As FINLEY’s Project Manager and reviewer for the FDOT on this project, Patrick was responsible for verifying the design of the steel arch, as well
<br />as the construction engineering submittals for erection over I-4, for compliance with FDOT and AASHTO requirements. Role: Project Manager/Cost: $11M
<br />b.
<br />(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED
<br />SR25 Okeechobee Rd/SR826 Palmetto Expressway Interchange Im-
<br />provement Project (Miami, FL)
<br />PROFESSIONAL SERVICES CONSTRUCTION (if applicable)
<br />2019 2025 (Projected)
<br /> (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />This estimated $150M interchange improvement project for FDOT District 6 consists of constructing three new fly-over ramps, Ramp A, Ramp B, and Ramp C,
<br />at the existing SR25 and SR826 interchange. Each fly-over ramp is comprised of continuous steel box girders for a total bridge length of 7,241ft. As a Bridge
<br />Engineer and Project Manager, Patrick is responsible for design of the steel box girders, and oversees the design of the substructure and drawing production.
<br />Project Manager/Cost: $150M
<br />c.
<br />(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED
<br />SR 91 Florida Turnpike/SR417 Interchange Ramp A2 and Ramp C2 (Or-
<br />lando, FL)
<br />PROFESSIONAL SERVICES CONSTRUCTION (if applicable)
<br />2018 2020 (Projected)
<br /> (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />This project includes the reconstruction of two ramps located at the SR 91 / SR 417 interchange. Both Ramp A2 and C2 twin steel box girder bridges with cast
<br />in place concrete deck superstructures with overall lengths of 1,882 ft and 1,452 ft respectively. As a Project Manager and Design Engineer for the project,
<br />Patrick was responsible for the design of the steel box girders, girder cross frames and lateral bracing, internal and external diaphragms, and temporary
<br />intermediate steel diaphragms, as well as QA/QC of the bridge substructure and drawings. Role: Project Manager/Cost: $177M
<br />d.
<br />(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED
<br />I-20/59 McFarland Blvd Bridge Replacement (Tuscaloosa, AL)
<br />PROFESSIONAL SERVICES CONSTRUCTION (if applicable)
<br />2019 2019
<br /> (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />This $80M bridge project consists of 250-ft-long steel box girders with steel plate girder floor beams and a cast in place concrete deck that is supported by
<br />hangers suspended from two steel arches. As a Bridge Engineer on the project, Patrick was responsible for the QA/QC of the construction analysis of the
<br />steel box girders and arches including verification of the arch buckling capacity. Patrick was also responsible for the design of the temporary interior bent
<br />supporting the steel box girders during construction and supporting phased traffic, and the arch erection engineering. Role: Project Manager/Cost: $80M
<br />e.
<br />(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED
<br />I-4 Ultimate Area 2: Bridge 251 and 266 Erection Engineering (Orlando,
<br />FL)
<br />PROFESSIONAL SERVICES CONSTRUCTION (if applicable)
<br />2018 2018
<br /> (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />Part of a $2.3B Infrastructure Project, This bridge project consists of 250-ft-long steel box girders with steel plate girder floor beams and a cast in place
<br />concrete deck that is supported by hangers suspended from two steel arches. As a Bridge Engineer on the project, Patrick was responsible for the QA/QC
<br />of the construction analysis of the steel box girders and arches, as well as the design engineer responsible for modifications made to aid in erection. Patrick
<br />was also responsible for the design of the temporary interior bent supporting the steel box girders during construction and supporting phased traffic, and the
<br />arch erection engineering. Role: Project Manager/Cost: $83M
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