|
E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.)
<br />12. NAME Thomas Farnan, P.E.
<br />13. ROLE IN THIS CONTRACT Structural Engineer
<br />14. YEARS EXPERIENCE
<br />a. TOTAL
<br /> 39
<br />b. WITH CURRENT FIRM
<br /> 25
<br />15. FIRM NAME AND LOCATION (City and State) Kimley-Horn and Associates, Inc., West Palm Beach, FL
<br />16. EDUCATION (Degree and Specialization) Bachelor of Science / Civil Engineering / Arizona State University / 1980
<br />
<br />17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) CA / Prof. Engineer / C36419 / 1983; FL / Prof. Engineer / 0049143 /
<br />1995; CO / Prof. Engineer / 34403 / 2000
<br />18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.)
<br />Has 39 years of bridge design, construction, scour analysis, and inspection experience. Particular experience with design of large, cast-in -place post-tensioned concrete box girder bridges, and steel-welded plate and box girders, along with precast prestressed bridges, precast prestressed and cast-in -place flat slab bridges, retaining walls, box culverts, and highway sign and signal structures. Specializes in structural design, construction and
<br />maintenance, bridge scour analyses, and highway geometrics and design. 19. RELEVANT PROJECTS
<br />a.
<br />(1) TITLE AND LOCATION (City and State) Royal Palm Boulevard Improvements (Royal Palm Blvd. Bridge over
<br />Margate Canal)
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES 2009
<br />CONSTRUCTION (If applicable) 2009
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm
<br />Structural engineer on the Kimley-Horn team responsible for quality control review of design calculations for widening the Royal Palm
<br />Boulevard bridge, two new pedestrian bridges, and retaining walls. The project involved realignment of the roadway, east- and westbound left-turn lanes, access management modifications, renovation of an existing bridge and medians, construction of pedestrian bridges, base enhancements, milling and resurfacing, providing new asphalt areas, swale improvements, minor drainage improvements, and lighting
<br />improvements. Professional services included design, permitting, coordinating with utility providers for adjustments and/or relocations, preparing quantity calculations and engineers’ estimates of probable costs, and limited construction phase services.
<br />b.
<br />(1) TITLE AND LOCATION (City and State) Pedestrian Bridge Design and Roadway Improvements (NW 175th Street and NW 42nd Avenue), Miami Gardens
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES 2019
<br />CONSTRUCTION (If applicable) 2019
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm
<br />Structural engineer on of the Kimley-Horn team selected by the City of Miami Gardens for the design of a new pedestrian bridge. The purpose of this project was to provide pedestrian access along the north side of NW 17th Street and NW 173rd Drive across a Miami-Dade County canal between NW 42nd Avenue and NW 42nd Court. The current bridge is two lanes with a raised pedestrian sidewalk along the
<br />north side. Services our team provided included structural engineering services, including bridge evaluation, rehabilitation, and design.
<br />c.
<br />(1) TITLE AND LOCATION (City and State) US 1 over the Sebastian Inlet, Observation Pier Replacement, and Miscellaneous Bridge Repairs, FDOT District Four, Indian River and Brevard Counties
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES 2015
<br />CONSTRUCTION (If a pplicable) 2015
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm
<br />Structural engineer. Kimley-Horn provided concrete repair and restoration associated with the mainline bridge superstructure. The approach spans use PC/PS AASHTO girders, while the main spans use post-tensioned concrete girders. Repairs include epoxy injection, spall repair,
<br />strand splicing, and the cleaning/coating of existing steel bearings. In addition, the existing observation pier structure was replaced with a new structure utilizing rolled steel beams with an open steel grating deck system.
<br />d.
<br />(1) TITLE AND LOCATION (City and State) Dixie Highway Flyover Pedestrian Bridge over Hillsboro Canal, FDOT
<br />District Four
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES 2012
<br />CONSTRUCTION (If a pplicable) 2012
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm
<br />Served as project manager. This pedestrian bridge is adjacent to the Dixie Highway Bridge and consists of a 215-foot span using a single composite steel trapezoidal box girder for similar aesthetics. The girder ends were made integral with the large counterfort concrete abutments at each end in order to increase stiffness and reduce vibration. Hand calculations were performed to calculate the fundamental
<br />frequency of vibration, and the frequency on the first vertical mode was found to be critical at 3.1 Hz. A 3D FEM using Larsa 4D was developed to independently confirm that the design satisfied the minimum required frequency of 3.0 Hz found in the AASHTO Pedestrian Bridge Specifications.
<br />e.
<br />(1) TITLE AND LOCATION (City and State) Pedestrian Bridge over Palmetto Avenue Extension (Veronica S. Shoemaker Boulevard Overpass), Fort Myers
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES 2013
<br />CONSTRUCTION (If a pplicable) 2013
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm
<br />Served as project manager for the design, construction documents, and bid assistance for the Pedestrian Bridge over Palmetto Avenue Extension in Fort Myers. The firm provided services for a 120-foot-long by 14-foot-wide single span pedestrian bridge. This included evaluating up to two concepts for the bridge structure and two concepts for the retaining wall approaches. As an option to a concrete bridge
<br />our team evaluated the use of a pre-manufactured enclosed truss as a cost-effective alternative.
<br /> STANDARD FORM 330 (REV. 8/2016) PAGE 2
<br />Civil Engineering
|