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CONTINUING PROFESSIONAL CONSULTING SERVICES (CCNA) NO. 20-07-01 <br />38 <br />City of <br />F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S <br />QUALIFICATIONS FOR THIS CONTRACT <br />(Present as many projects as requested by the agency, or 10 projects, if not specified. <br />Complete one Section F for each project.) <br />20. EXAMPLE PROJECT KEY <br />NUMBER <br />2 <br />21. TITLE AND LOCATION (City and State) <br />Prosperity Farms Road over SFWMD C-17 Canal <br />Bridge Replacement, Palm Beach County, FL <br />22. YEAR COMPLETED <br />PROFESSIONAL SERVICES <br />2019-Ongoing <br />CONSTRUCTION <br />(If applicable) <br /> <br />23. PROJECT OWNER’S INFORMATION <br />b. PROJECT OWNER <br />Palm Beach County / <br />Scalar Consulting Group Inc. <br />b. POINT OF CONTACT NAME <br />Mr. John D. Whitaker, P.E. <br />Scalar Consulting Group Inc. <br />c. POINT OF CONTACT TELEPHONE <br /> NUMBER <br />(561) 429-5065 <br />24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) <br />The Prosperity Farms Road over SFWMD C-17 Canal Bridge Replacement Project includes the replacement of the <br />Prosperity Farms Road Bridge over the SFWMD C-17 canal (Earman River). The limit of this project is from the intersection <br />of Ibis Way to the intersection of Richard Road. The existing asphalt pavement between the project limits is expected to be <br />milled and resurfaced. <br /> <br />The field exploration program to evaluate the existing subsurface conditions for the project consisted of drilling pavement <br />corings, auger borings and Standard Penetration Testing borings. <br /> <br />Representative soils samples collected from the boring were classified. The classifications were based on visual <br />observations supplemented by laboratory test results performed on selected representative samples. Laboratory index tests <br />consisting of full Sieve Analysis, Percent Passing No. 200 Sieve, Natural <br />Moisture and Organics Content tests were performed on selected samples. <br />Corrosion Series testing was also performed. <br /> <br />RADISE provided Geotechnical Services Reports <br />• Pavement Coring and Evaluation Report <br />• Structures Report <br />• Roadway Soil Survey Report <br /> <br />The Pavement Coring and Evaluation Reports, and the Roadway Soil Survey <br />Report identified the thickness and composition of the existing pavement <br />section, estimated Structural Numbers for the existing pavement, provided <br />detailed graphical logs of the borings showing the groundwater and soil classifications, identified structures of concern in <br />order to develop the Vibration Monitoring Requirements, and developed milling and resurfacing recommendations. The <br />Structures Report included deep foundation alternatives, a detailed engineering analysis of the selected foundation <br />alternative including the evaluation of the use of 100% dynamic testing with Embedded Data Collectors for a higher <br />resistance factor, recommendations for bulkhead walls/gravity walls, and site preparation recommendations. <br /> <br />25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT <br />a. <br />(1) FIRM NAME <br />RADISE International, LC <br />(2) FIRM LOCATION (City and State) <br />Riviera Beach, FL <br />(3) ROLE <br />Geotechnical Engineering & Lab Testing <br />Services <br />b. <br /> <br /> <br /> <br />c. <br />d.