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CONTINUING PROFESSIONAL CONSULTING SERVICES (CCNA) NO. 20-07-01 <br />42 <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 />6 <br />21. TITLE AND LOCATION (City and State) <br />PBCWUD Belle Glade Zone 3 Water Main <br />Improvements, Palm Beach County, Florida <br />22. YEAR COMPLETED <br />PROFESSIONAL SERVICES <br />2018 <br />CONSTRUCTION <br />(If applicable) <br /> <br />23. PROJECT OWNER’S INFORMATION <br />f. PROJECT OWNER <br />Palm Beach County WUD / <br />Chen Moore & Associates <br />b. POINT OF CONTACT NAME <br />Ms. Suzanne Dombrowski, P.E., ENV SP <br />Chen Moore & Associates <br />c. POINT OF CONTACT TELEPHONE <br /> NUMBER <br />(561) 746-6900 <br />24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) <br />The PBCWUD Belle Glade Zone 3 project included water main <br />installation improvements and roadway restoration. <br /> <br />The field exploration program to evaluate the existing subsurface <br />conditions for the project consisted of providing Temporary Traffic <br />Control (TTC), the performance of twelve (12) pavement corings <br />and the drilling of twelve (12) Standard Penetration Testing borings. <br /> <br />Representative soils samples collected from the boring were <br />classified. The classifications were based on visual observations <br />supplemented by laboratory test results performed on selected <br />representative samples. Laboratory index tests consisting of full Sieve Analysis, Percent Passing No. 200 Sieve, Natural <br />Moisture and Organics Content tests were performed on selected samples. <br />The subsurface soils below the pavement section consisted mostly of a surficial sandy fill material consisting of fine to <br />medium sands with minor amounts of silt, occasional traces of gravels (limerock fragments) and/or organics (SP-SP/SM <br />Unified Soil Classification System). These upper sands were underlain by alternating layers of sandy organics, organics <br />and fibrous organics (Peat = PT Unified Soil Classification System). <br />RADISE provided a Geotechnical Engineering Services Report that identified the anticipated soil profile and the anticipated <br />subsurface conditions within the depth of pavement wheel loading influence along the roadway; assessed the site <br />preparation requirements and engineering criteria for placement and compaction of approved fill materials; and identified <br />appropriate design and/or construction considerations based on the soil and groundwater conditions encountered in the <br />borings. Of importance, RADISE provided recommendations for the complete removal of the organic soils and their <br />replacement with suitable engineered fill material (i.e, de-mucking) and a more cost effective partial “de-mucking” scheme <br />that will help minimize settlement effects. <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 /> <br /> <br />c. <br />d. <br /> <br />