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19. RELEVANT PROJECTS <br />a. <br />(1)TITLE AND LOCATION (City and State)New Service Bridge, Palm Beach County, FL - South Florida Water <br />Management District (SFWMD) <br />YEARS COMPLETED <br />PROFESSIONAL SERVICES <br />Current <br />CONSTRUCTION <br />N/A <br />(3) BRIEF DESCRIPTION (Brief Scope, Size, Cost, etc.) AND SPECIFIC ROLE [] Check if project performed with current firm <br />Bridge Design Engineer for the design of a service bridge approximately 200 feet length in upstream to carry light-duty <br />vehicles and for the installation of a new trash removal system. The eight short span bridge is designed by utilizing <br />precast slab with traffic barrier as superstructure and substructure consists of prestressed piles and end bent anchor <br />walls. <br />b. <br />(1)TITLE AND LOCATION (City and State)Superstructure Replacement SR 80 Over New River Canal – Palm Beach County, <br />YEARS COMPLETED <br />PROFESSIONAL SERVICES <br />2011 <br />CONSTRUCTION <br />2013 <br />(3) BRIEF DESCRIPTION (Brief Scope, Size, Cost, etc.) AND SPECIFIC ROLE [] Check if project performed with current firm <br />Bridge Design Engineer responsible for the design and quality control review for the bridge central span replacement <br />(Bridge ID 930029). The bridge has three unequal spans with composite steel girder superstructure to carry high <br />percentage heavy truck travel The project also included the structural analysis and load rating check for existing <br />remained spans. <br />c. <br />(1)TITLE AND LOCATION (City and State) <br />I-95/Spanish River Interchange – FDOT District 4; Palm Beach County, FL YEARS COMPLETED <br />PROFESSIONAL SERVICES <br />2014 <br />CONSTRUCTION <br />2018 <br />(3) BRIEF DESCRIPTION (Brief Scope, Size, Cost, etc.) AND SPECIFIC ROLE [] Check if project performed with current firm <br />Main Structural Engineer/Reviewer representing FDOT for the development of RFP (Request for Proposal), staff hour <br />preparation and negotiation, coordination with FDOT central office for design variations and exceptions, etc. for this <br />three-level fully directional new interchange The whole project included two main I-95 bridge widenings, two high <br />profile bridge replacement crossing MDX rail, 11 new bridges and other miscellaneous structures. Ms. Wang was <br />responsible for reviewing all bridge construction plans, coordinated with design consultant and central office for the <br />design and post design issues. <br />d. <br />(1)TITLE AND LOCATION (City and State)Bridge Replacement Kingfisher Waterway NE 23 Ave - Broward County, FL YEARS COMPLETED <br />PROFESSIONAL SERVICES <br />2014 <br /> CONSTRUCTION <br />2015 <br />(3) BRIEF DESCRIPTION (Brief Scope, Size, Cost, etc.) AND SPECIFIC ROLE [ ] Check if project performed with current firm <br />Bridge Design Engineer for the design of a cast in place continuous deck bridge. The overall length of bridge is 68', <br />with a three-span 16" cast-in-place slab sitting on pile bents. Each intermediate bent consists of 6 piles. The lateral <br />earth pressure combined with vertical loads was resisted by bent/wing wall attached to dead-man anchor wall. The <br />challenge of this project was the post design issue. The construction experienced predrilled pile for unknown utilities, <br />extraordinary hard soil layers and unpredicted settlement of adjacent structures, etc. <br />e. <br />(1) TITLE AND LOCATION (City and State)Bridge Widening I-75 NB at Griffin Road - Broward County, FL YEARS COMPLETED <br />PROFESSIONAL SERVICES <br />2016 <br /> CONSTRUCTION <br />N/A <br />(3) BRIEF DESCRIPTION (Brief Scope, Size, Cost, etc.) AND SPECIFIC ROLE [] Check if project performed with current firm <br />Bridge Design Engineer for the design of existing bridge widening. The bridge consist of a width of 94’-8 ½”, and from <br />left to right the typical section is made up of the following elements: a 1’-4 ½” existing traffic railing; a 10’-0” shoulder; <br />four 12’-0” traffic lanes; two 12’-0” entrance ramp lanes; a 10’-0” shoulder; and a 1’-4” traffic railing. Bridge length and <br />span arrangement remain unchanged. Currently, the 127’-6” long, 7” thick deck is supported by AASHTO Type II <br />beams. The widened portion of the bridge has an 8” thick deck supported by a Florida-I 36 beams. <br />2E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT <br />(Complete one Section E for each key person.) <br />12.NAME:Ning Wang, PE 13.ROLE IN THIS CONTRACT:Senior Structural Engineer <br />14.YEARS EXPERIENCE <br />a. TOTAL:16 b. WITH CURRENT FIRM: <br />3 <br />15.FIRM NAME AND LOCATION (City and State): EAC Consulting, Inc. – 5959 Blue Lagoon Drive, Ste. 410, Miami, FL 33126 <br />16.EDUCATION (Degree and Specialization):17.CURRENT PROFESSIONAL REGISTRATION (State and Discipline) Professional Engineer: Florida – 66993 <br />18.OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.):