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<br />. <br /> <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 /> <br />21. TITLE AND LOCATION (City and State) <br /> <br />20. EXAMPLE PROJECT KEY NUMBER <br />5 <br /> <br />22. YEAR COMPLETED <br /> <br />SR 826 and NW 36th Street Interchange, Miami-Dade County, FL <br /> <br />PROFESSIONAL SERVICES CONSTRUCTION (If applicable) <br /> <br />2001-2003 <br /> <br />2004-2006 <br /> <br />23. PROJECT OWNER'S INFORMATION <br /> <br />a. PROJECT OWNER b. POINT OF CONTACT NAME C. POINT OF CONTACT TELEPHONE NUMBER <br />FOOT District 6 Mr. Ali To hiani, P.E. 305 470-5343 <br />24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) <br />Geotechnical project manager and senior engineer during the Final Design phase of this project. Responsible for design <br />and implementation of the project's field exploration and laboratory testing programs. Performed geotechnical engineering <br />analyses and design for foundation elements for the replacement of the 2 mainline bridges and a bridge widening on NW <br />36th Street over the Ives Dairy Canal. Driven piles will support the bridges. Also, performed geotechnical engineering <br />evaluations and provided recommendations for MSE retaining walls, critical sheet pile walls and sign structures. <br />Additionally, the project involved the evaluation of ground improvement methods and recommendations in the area of the <br />on Ramp "A". Also performed review and interpretation of aerial photographs to determine the horizontal limits of <br />trash/debris deposits that were placed in the late 1960's after the area was mined of its natural limestone formation. He <br />interpreted the results of the test borings and laboratory testing programs, evaluated and performed analyses of various <br />soil stabilization methods. Prepared geotechnical engineering reports containing recommendations for foundation design <br />and construction for the bridges, MSE walls, sheet pile walls and sign structures. The geotechnical reports were reviewed <br />and approved by the FOOT District geotechnical engineer. Geotechnical fees were $200,000 <br /> <br />. <br /> <br />25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT <br /> <br />. <br /> <br />a. (1) Firm Name (2) FIRM LOCATION (City and State) (3) ROLE <br /> GEOSOL, INC. 5795-A NW 15151 Street Prime Consultant. Performed Geotechnical, <br /> Miami Lakes, FL 33014 and Materials Testing Services <br />b. (1) Firm Name <br />C. (1) Firm Name (2) FIRM LOCATION (City and State) (3) ROLE <br />d. (1) Firm Name (2) FIRM LOCATION (City and State) (3) ROLE <br />e. (1) Firm Name (2) FIRM LOCATION (City and State) (3) ROLE <br />f. (1) Firm Name (2) FIRM LOCATION (City and State) (3) ROLE <br /> <br />STANDARD FORM 330 (6/2004) PAGE 3 <br />