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12. NAME
<br />Jamea M. Long, P.E.
<br />E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT
<br />(Complete one Section E for each key person.)
<br />13. ROLE IN THIS CONTRACT
<br />Structural Engineer
<br />a. TOTAL b. WITH CURRENT FIRM
<br />23 1 22
<br />15. FIRM NAME AND LOCATION (City and State)
<br />Kimley-Horn and Associates, Inc., West Palm Beach, FL
<br />16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline)
<br />Bachelor of Science / Civil Engineering / University of Florida / 1997 FL / Professional Engineer / 58677 / 2002
<br />18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.)
<br />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.
<br />19. RELEVANT PROJECTS
<br />STANDARD FORM 330 (REV. 8/2016) PAGE 2
<br />(1) TITLE AND LOCATION (City and State)
<br />2 YEAR COMPLETED
<br />Pedestrian Bridge Design and Roadway Improvements (NW 175th Street
<br />PROFESSIONAL SERVICES
<br />CONSTRUCTION (If applicable)
<br />and NW 42nd Avenue), Miami Gardens, FL
<br />2019
<br />2019
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm
<br />a
<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
<br />canal—between NW 42nd Avenue and NW 42nd Court. The current bridge is two lanes with a raised pedestrian sidewalk along the north
<br />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
<br />comply with Local Agency Program (LAP) funding.
<br />(1) TITLE AND LOCATION (City and State)
<br />2 YEAR COMPLETED
<br />US 1 over the Sebastian Inlet, Observation Pier Replacement, and
<br />PROFESSIONAL SERVICES
<br />CONSTRUCTION (If applicable)
<br />Miscellaneous Bridge Repairs, FDOT District Four, Indian River and
<br />2015
<br />2015
<br />Brevard Counties
<br />b
<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
<br />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
<br />new structure utilizing rolled steel beams with an open steel grating deck system.
<br />(1) TITLE AND LOCATION (City and State)
<br />2 YEAR COMPLETED
<br />Pedestrian Bridge over Palmetto Avenue Extension (Veronica S.
<br />PROFESSIONAL SERVICES
<br />CONSTRUCTION (If applicable)
<br />Shoemaker Boulevard Overpass), Fort Myers
<br />2011
<br />2011
<br />I
<br />C.
<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
<br />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 />ntir tpann evaluated the use of a ore -manufactured enclosed truss as a cost-effe tove alternative.
<br />(1) TITLE AND LOCATION (City and State)
<br />2 YEAR COMPLETED
<br />Florida's Turnpike Widening from Glades Road to Atlantic Avenue,
<br />PROFESSIONAL SERVICES
<br />CONSTRUCTION (If applicable)
<br />Florida's Turnpike Enterprise, Palm Beach County
<br />2018
<br />2018
<br />I
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm
<br />d.
<br />Assistant project manager and lead structural engineer for Kimley-Horn's services to widen the Turnpike mainline from 6 to 8 lanes,
<br />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
<br />over L-38 Canal, designing noise barriers, roadway lighting, signing and pavement markings and utility coordination. Jamea was
<br />responsible for all design calculations and bride plans for this project as the engineer of record.
<br />(1) TITLE AND LOCATION (City and State)
<br />2 YEAR COMPLETED
<br />Dixie Highway Flyover Pedestrian Bridge over Hillsboro Canal, FDOT
<br />PROFESSIONAL SERVICES
<br />CONSTRUCTION (If applicable)
<br />District Four
<br />2020
<br />I 2020
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm
<br />e
<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
<br />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
<br />developed to independently confirm that the design satisfied the minimum required frequency of 3.0 Hz found in the AASHTO Pedestrian
<br />Bridge Specifications.
<br />STANDARD FORM 330 (REV. 8/2016) PAGE 2
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