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CONTINUING PROFESSIONAL CONSULTING SERVICES (CCNA) NO. 20-07-01
<br />22
<br />City of
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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 Andrew Nixon, P.E.
<br /> 13. ROLE IN THIS CONTRACT Contract Manager
<br />14. YEARS EXPERIENCE
<br />a. TOTAL 15 b. WITH CURRENT FIRM 5
<br /> 15. FIRM NAME AND LOCATION (City and State) RADISE International, L.C., Riviera Beach, FL
<br /> 16. EDUCATION (DEGREE AND SPECIALIZATION) B.S., Ocean Engineering, Florida Atlantic University, 2005
<br /> 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Professional Engineer, Florida No. 71458
<br /> 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) OSHA 40-hour Health and Safety / OSHA, 29 CFR 1919.120 (HAZWOPER)
<br />Qualified Stormwater Management Inspector, Inspector # 27919
<br />Florida Engineering Leadership Institute Alumni, 2015
<br />Florida Engineering Society Member (FES), National Society of Professional Engineers Member (NSPE) &American Society of
<br />Civil Engineers
<br />19. RELEVANT PROJECTS
<br />a.
<br />(1) TITLE AND LOCATION (City and State)
<br />City of West Palm Beach North Shore Drive Pedestrian Bridge,
<br />Palm Beach County, Florida
<br /> (2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES 2018 CONSTRUCTION (if applicable)
<br />
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Senior Project Engineer – Provided geotechnical engineering services for the design of a pedestrian bridge on the west side of
<br />the existing vehicular bridge over the Carver Canal. The pedestrian bridge is clear span bridge (spanning approximately 114
<br />feet). Foundation recommendations were provided for 14 and 18-inch Precast Prestressed Concrete (PPC) piles, and 14 and 18
<br />inch Auger Cast-In-Place (ACIP) piles.
<br />b.
<br />(1) TITLE AND LOCATION (City and State)
<br />FDOT Design Services for I-95 at Boynton Beach Boulevard
<br />Interchange, Palm Beach County, Florida
<br /> (2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES 2018 CONSTRUCTION (if applicable)
<br />
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Senior Project Engineer – Provided geotechnical engineering services for the widening of Bridge #930289 over the SFRC/CSX
<br />Railroad, the widening of Bridge #930285 over I-95, and the retaining walls proposed for the widening of the bridge approaches
<br />and interchange access/egress ramps.
<br />c.
<br />(1) TITLE AND LOCATION (City and State)
<br />Prosperity Farms Road over SFWMD C-17 Canal Bridge
<br />Replacement, Palm Beach County, FL
<br /> (2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES 2019-Ongoing
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Principal Geotechnical Engineer. Identified the thickness and composition of the existing pavement section, estimated Structural
<br />Numbers for the existing pavement, provided detailed graphical logs of the borings showing the groundwater and soil
<br />classifications, identified structures of concern in order to develop the Vibration Monitoring Requirements, and developed
<br />milling and resurfacing recommendations.
<br />d.
<br />(1) TITLE AND LOCATION (City and State)
<br />Yamato Road from Lakeridge Boulevard to West of Florida’s
<br />Turnpike, Palm Beach County, Florida
<br /> (2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES 2018-2019
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Senior Geotechnical Engineer. Provided a Geotechnical Engineering Services Report that identified the anticipated soil profile
<br />and the anticipated subsurface conditions within the depth of pavement wheel loading influence along the roadway; assessed
<br />the site preparation requirements and engineering criteria for placement and compaction of approved fill materials; and
<br />identified appropriate design and/or construction considerations based on the soil and groundwater conditions encountered in
<br />the borings.
<br />e.
<br />(1) TITLE AND LOCATION (City and State)
<br />Hood Road, East of Florida’s Turnpike to W. of Central
<br />Boulevard and Hood Road & Central Boulevard Improvements,
<br />Jupiter, Florida
<br /> (2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES January 2018 - July 2019
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Principal Geotechnical Engineer. Performed field inspections, in situ compaction tests, sample collection and required
<br />Laboratory testing inclusive of material classification, in situ moisture content, organic content, gradational analysis and
<br />Atterberg limits performed on soil samples
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