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StAFFING 72P261925RFQ # 26-07-01 • CONTINUING PROFESSIONAL ARCHITECTURAL AND ENGINEERING CONSULTING SERVICES (CCNA) Professional Marine Geologist Total Years Experience /With GCES40 / 40 Education Master in Engineering, Geotechnical, University of Detroit, Michigan, 1991 BS, Civil Engineering, University of Detroit, Michigan, 1986 Registration Professional Engineer FL 59426, 2003 Certification CTQP Tin# M535016632570 Affiliation Florida Engineering Society, Miami Chapter, Past President New Terminal T5 at Fort Lauderdale-Hollywood International Airport (FLL) Flyover Bridge Fort Lauderdale, Broward County, FL. Conducted a geotechnical engineering exploration for the New T5 Terminal project at Fort Lauderdale- Hollywood International Airport (FLL). The project involves the construction of a new five-gate unit terminal referred to as Terminal 5. The geotechnical phase of the project consists of providing geotechnical recommendations in connection with a new single-lane flyover bridge that connects to the Terminal Drive exit bridge. Evaluated different foundation types alternatives. Square precast prestressed concrete driven piles (PPCP), 24-inch square, was selected as the preferable foundation system for the flyover bridge. Provided recommendations for pile length and bearing elevation to achieve the nominal resistance and to minimize postconstruction settlements. Port of Miami - North Cruise Blvd. Extension – Phase IIB, Flyover Bridge, Miami- Dade County, FL. Project consisted the construction of a new flyover bridge structure at the Port of Miami. Geotechnical services included field exploration and laboratory testing and foundation design of the proposed structure. Several foundation alternatives were evaluated including shallow foundations, square precast prestressed concrete (SPC) piles, steel piles, straight sided drilled shafts and auger cast pile (ACP). Auger cast piles alternative was the preferable foundation system for the project. Caribbean Boulevard Bridge over C-1N Canal, Miami, FL. Conducted a geotechnical exploration and evaluation for the design and construction of the Caribbean Boulevard Bridge over C-1N Canal. Performed foundation analyses for the proposed bridge that included compression, tension, and lateral load capacity predictions of square driven precast prestressed concrete pile foundations, as well as settlement estimates and pile installation criteria and addressed the potential impact of pile driving vibrations on the existing structures including utilities. Roadway Improvement of SR 934/NW 74St from SR 826 / Palmetto Expressway to SR 251 Okeechobee Road in Miami-Dade County, FL. Prepared a geotechnical report describing methods, procedures, field/laboratory test results, analyses and evaluations for the proposed roadway improvements. The subsurface exploration also included the evaluation of subsurface conditions and stratums of the underlying layers for mast arms and pier protection barrier walls. Presented in our report were a summary of the geotechnical soil/rock parameters at each boring location for use in the foundation design of the proposed mast arm structures and pier protection barrier walls foundations. Alejandro Montenegro PE Marine Geotechnical Services | GCES Engineering Services, LLC Alejandro has over 40 years of professional experience in geotechnical engineering. He has been involved in numerous foundation and soil studies including deep and shallow foundation analysis, foundation settlement, slope stability and roadway studies. Alejandro responsibilities include planning, organizing, directing and coordinating all the administrative and technical activities for GCES Engineering Services, LLC. He has served as Senior Geotechnical Engineer on several Florida Department of Transportation bridge foundation projects that contained driven piles and drilled shafts, roadway, and ITS projects. The following is a partial listing of his project experience.