|
2E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT
<br />(Complete one Section E for each key person.)
<br />12. NAME: Kuo Ting (K.T.) Lin, P.E., Ph.D. 13. ROLE IN THIS CONTRACT: Project Manager
<br />14. YEARS EXPERIENCE
<br />a. TOTAL:
<br />33
<br />b. WITH CURRENT FIRM:
<br />13
<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): 1987 PhD Civil Engineering - University of Miami
<br />1984 MSCE - University of Miami 1980 Bachelor of Science in Civil Engineering, National Taiwan University
<br />17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) Professional Engineer: Florida – 41089
<br />Professional Engineer: California – 49346
<br />18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.):
<br />19. RELEVANT PROJECTS
<br />
<br />
<br />a.
<br />(1) TITLE AND LOCATION (City and State) Hard Rock Stadium Pedestrian Bridges Design
<br />YEARS COMPLETED
<br />PROFESSIONAL SERVICES
<br />2018
<br />CONSTRUCTION
<br />2020
<br />(3) BRIEF DESCRIPTION (Brief Scope, Size, Cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm
<br />EAC provided design services for the two pedestrian bridges substructures and for the MSE wall control drawings for the ramps at both bridge
<br />approaches. With a very aggressive schedule on this job, EAC was able to meet all of the design submittals deadlines. EAC is currently
<br />providing Post-Design services for the bridges and MSE walls related items.
<br />
<br />
<br />b.
<br />(1) TITLE AND LOCATION (City and State) Golden Glades Multimodal Transportation Facility YEARS COMPLETED
<br />PROFESSIONAL SERVICES
<br />2019
<br />CONSTRUCTION
<br />N/A
<br />(3) BRIEF DESCRIPTION (Brief Scope, Size, Cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm Structures Lead for the Golden Glades Multimodal Transportation Facility (GGMTF), a design-build project for FDOT District-6, is currently under design and construction. The project is located in the southwest quadrant of the Golden Glades Interchange in northern Miami-Dade County and consists of two FDOT-owned Park and Ride (PNR) lots bordered by the South Florida Rail Corridor (SFRC) to the north, SR 9A (I-95) to the east, and NW 159th Street/Block to the south. The new integrated Multimodal Transportation Facility is intended to address the existing deficiencies in multimodal connectivity, capacity and transfer efficiency, comfort and convenience, as well as safety and security. The project also intends to upgrade the overall aesthetics of the facility and increase visibility from the neighboring roadways to serve as a gateway to Miami-Dade County. The proposed work includes the demolition of existing structures, design and construction of an at grade parking and a multi-story parking garage structure to support the new adjacent DTPW transit terminal, as well as a new elevated pedestrian bridge that connects the proposed parking garage structure to the existing Tri-Rail Bridge.
<br />
<br />
<br />c.
<br />(1) TITLE AND LOCATION (City and State) Downtown Government Center Station (All Aboard Florida)
<br />YEARS COMPLETED
<br />PROFESSIONAL SERVICES
<br />2015-
<br />2019
<br />CONSTRUCTION
<br />2019
<br />(3) BRIEF DESCRIPTION (Brief Scope, Size, Cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm
<br />EAC provided structural design services for the Miami Central Station Rail Infrastructure and Rail Viaduct, and also provided post-design
<br />support. The viaduct is an elevated guideway structure, built 50 feet above ground for AAF and Tri-Rail passenger trains. EAC collaborated
<br />with New York City architectural firm Skidmore, Owings, & Merrill (SOM) on the design of one of the viaduct’s most prominent features, the
<br />distinctive V-shaped columns which enhance the aesthetics and open layout of the station’s entrance. In order to maintain the station’s high
<br />quality environment, EAC’s design also employs context-sensitive vibration impact mitigation, which would prevent train vibration from
<br />spreading into the station area. As an integrated component of the Miami Central Station, the design of the viaduct is an example of the
<br />sensitive balance of aesthetic form and function.
<br />
<br />
<br />
<br />d.
<br />(1) TITLE AND LOCATION (City and State) Port of Miami North Cruise Blvd. Extension Phase III Miami-Dade County, FL YEARS COMPLETED
<br />PROFESSIONAL SERVICES
<br />2019
<br />CONSTRUCTION
<br />N/A
<br />(3) BRIEF DESCRIPTION (Brief Scope, Size, Cost, etc.) AND SPECIFIC ROLE [ X ] Check if project performed with current firm Engineer of Record for structural design of a two span continuous curved steel plate girder bridge with a skew angle of approximately 40
<br />degrees. Weathering steel Grade 70W is utilized for the girders, which will be painted due to aggressive coastal conditions. To achieve
<br />cost saving and minimize impact to existing cruise terminals, augercast piles are proposed using FDOT developmental specifications.
<br />Due to complexity of the bridge, refined structural methodology using grid analysis was performed.
<br />
<br />
<br />
<br />
<br />e.
<br />(1) TITLE AND LOCATION (City and State) Tamiami Trail/SR90 – Miami-Dade County, FL YEARS COMPLETED
<br />PROFESSIONAL SERVICES
<br />2007-
<br />2014
<br />CONSTRUCTION
<br />2014
<br />(3) BRIEF DESCRIPTION (Brief Scope, Size, Cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm
<br />Structural Engineer of Record for the design of a 1-mile long bridge. The bridge has a typical span of 80 feet, with a superstructure utilizing
<br />AASHTO Type IV beams and a substructure consisting of and 24-inch square pre-stressed concrete piles. The project was designed on an accelerated schedule and completed in 6 months. Post-design services included shop drawings review, RFI, and construction assistance
<br />
|