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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 />a. PROJECT OWNER <br />21. TITLE AND LOCATION (City and State) <br />25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT <br />24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) <br />20. EXAMPLE PROJECT KEY <br /> NUMBER <br />a. <br />b. <br />c. <br />d. <br />e. <br />f. <br />(1) FIRM NAME (2) FIRM LOCATION (City and State) <br />(3) ROLE(1) FIRM NAME (2) FIRM LOCATION (City and State) <br />(3) ROLE(1) FIRM NAME (2) FIRM LOCATION (City and State) <br />(3) ROLE(1) FIRM NAME (2) FIRM LOCATION (City and State) <br />STANDARD FORM 330 (REV. 8/2016) PAGE 3 <br />(3) ROLE <br />(1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE <br />b. POINT OF CONTACT NAME <br />23. PROJECT OWNER'S INFORMATION <br />c. POINT OF CONTACT TELEPHONE NUMBER <br />(3) ROLE(1) FIRM NAME (2) FIRM LOCATION (City and State) <br />22. YEAR COMPLETED <br />PROFESSIONAL SERVICES CONSTRUCTION (If applicable) <br />FDOT D6 Fernando Sanchez, MSCE (305) 989-9646 <br />3 <br />2019 2020 <br />Rehabilitation Project for the MacArthur East Bridge connecting the city of Miami Beach with the city of Miami. The bridge was built in <br />1957. It is 2,155' long and 34 sections of approach of pre-tensioned concrete beams, 15 of them 45' long and remaining 19 are 65' long, as <br />well as 3 main sections of continuous steel beams (70', 105', 70'). LEAD Engineering Contractors assigned Chrome Engineering with <br />specialized engineering design services, including an Engineering Analysis Report (EAR) for the evaluation of non-structural deck cracks <br />found after repairs were performed on the bridge. Our Structural Engineers also provided a Load Rating analysis of the existing steel spans <br />to support the proposed steel painting equipment needed for the rehabilitation of the existing steel beams (main spans). <br />In addition Chrome Engineering Inc., prepared plans and calculations for a steel and timber temporary platform required for access to perform <br />repairs to Pier 26's concrete cap. The proposed platform is supported from the existing concrete cap and hangs from the existing <br />concrete deck. The approximate overall bridge repairs construction cost is $10M. <br />Chrome Engineering, Inc.Miami, Florida Structural Engineer <br />MacArthur Causeway East Bridge Repairs, Miami, Florida <br />170