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<br />E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT
<br />(Complete one Section E for each key person.)
<br />12. NAME
<br />Jamea M. Long, P.E.
<br />13. ROLE IN THIS CONTRACT
<br /> Structural Engineer
<br />14. YEARS EXPERIENCE
<br />a. TOTAL
<br /> 23
<br />b. WITH CURRENT FIRM
<br /> 22
<br />15. FIRM NAME AND LOCATION (City and State) Kimley-Horn and Associates, Inc., West Palm Beach, FL
<br />16. EDUCATION (D egree and Specialization) Bachelor of Science / Civil Engineering / University of Florida / 1997
<br />17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) FL / Professional Engineer / 58677 / 2002
<br />18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Has 23 years of engineering experience. Responsibilities include coordinating projects, performing calculations, coordinating plan preparation, QC
<br />bridge calculations and plans, and reviewing shop drawings. Experience includes writing technical specifications and observing project construction. 19. RELEVANT PROJECTS
<br />a.
<br />(1) TITLE AND LOCATION (City and State) Pedestrian Bridge Design and Roadway Improvements (NW 175th Street and NW 42nd Avenue), Miami Gardens, FL
<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 />Project engineer on the Kimley-Horn team selected by the City for the design and construction of a new pedestrian bridge. The purpose of
<br />this project was to provide pedestrian access along the north side of NW 175th 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 north side. Services our team provided included intersection improvements, signing/pavement markings, sidewalk and ADA improvements, signal
<br />modifications, and structural engineering, including bridge evaluation, rehabilitation, design, permitting, and coordination with FDOT to comply with Local Agency Program (LAP) funding.
<br />b.
<br />(1) TITLE AND LOCATION (City and State) US 1 over the Sebastian Inlet, Observation Pier Replacement, and
<br />Miscellaneous Bridge Repairs, FDOT District Four, Indian River and Brevard Counties
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES 2015
<br />CONSTRUCTION (If applicable) 2015
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm
<br />Project 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 />c.
<br />(1) TITLE AND LOCATION (City and State) Pedestrian Bridge over Palmetto Avenue Extension (Veronica S.
<br />Shoemaker Boulevard Overpass), Fort Myers
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES
<br />2011
<br />CONSTRUCTION (If a pplicable)
<br />2011
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm
<br />Served as structural engineer for the design, construction documents, and bid assistance for the Pedestrian Bridge over Palmetto Avenue
<br />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 our team evaluated the use of a pre-manufactured enclosed truss as a cost-effective alternative.
<br />d.
<br />(1) TITLE AND LOCATION (City and State)
<br />Florida's Turnpike Widening from Glades Road to Atlantic Avenue, Florida’s Turnpike Enterprise, Palm Beach County
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES 2018
<br />CONSTRUCTION (If a pplicable) 2018
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm
<br />Assistant project manager and lead structural engineer for Kimley-Horn’s services to widen the Turnpike mainline from 6 to 8 lanes, including express lanes. Design services include stabilizing the Lake Worth Drainage District (LWDD) E-2W canal bank to support the
<br />project’s widening needs, replacing the Yamato bridge over the Turnpike, widening the bridge over Clint Moore Road, replacing the bridge over L-38 Canal, designing noise barriers, roadway lighting, signing and pavement markings and utility coordination. Jamea was responsible for all design calculations and bridge plans for this project as the engineer of record.
<br />e.
<br />(1) TITLE AND LOCATION (City and State) Dixie Highway Flyover Pedestrian Bridge over Hillsboro Canal, FDOT District Four
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES 2020
<br />CONSTRUCTION (If a pplicable) 2020
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm
<br />Served as lead structural engineer. This pedestrian bridge is adjacent to the Dixie Highway Bridge and consists of a 215-foot span using a
<br />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 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
<br />developed to independently confirm that the design satisfied the minimum required frequency of 3.0 Hz found in the AASHTO Pedestrian Bridge Specifications.
<br /> STANDARD FORM 330 (REV. 8/2016) PAGE 2
<br />Civil Engineering
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