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C IT Y o F SUNNY ISLES BEACH CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS ~) and anchored walls. He has also designed geogrid-reinforced embankments with MSE walls with an overall height of 40 feet. KEY PROJECTS PORT OF MIAMI WHARF VI BULKHEAD EXTENSION - MIAMI-DADE COUNTY, FL Senior Geotechnical Engineer in charge of the geotechnical scope for this Port of Miami project. His duties included coordination with the personnel assigned to the project. The work included the field data collection and the bulkhead geotechnical analysis. Performed the analysis of a wharf bulkhead system, 950 feet long for a maximum dredging elevation at 52 feet, NGVD29. The bulkhead consisted of 46-inch diameter steel pipe piles spaced 8 feet apart. The geotechnical analysis of the bulkhead system included the weight of one side of a gantry crane transferred through eight wheels. The other side is supported on an independent pile system. PORT OF MIAMI NORTH POMTOC YARD PAVEMENT AND SEABOARD MARINE YARD PAVEMENT - MIAMI. DADE COUNTY, FL Senior Geotechnical Engineer in charge of the geotechnical scope for this Port of Miami project. His duties included coordination with the personnel assigned to the project. The work included the field data collection and the pavement analysis. Provided pavement analysis was for rubber-tire gantry cranes and stacker-container loading machines. The analysis included pavement thicknesses for the vehicles and per repetitions per year. Included recommendations, specification for construction. ) BICENTENNIAL PARK NEW BULKHEAD DESIGN - MIAMI-DADE COUNTY, FL Senior Geotechnical Engineer in charge of the geotechnical services for this City of Miami project. His duties included coordination with the personnel assigned to the project. The work included the field data collection and the design of cantilever retaining walls and recommendations for sheetpile construction. Provided evaluation of the existing bulkhead system that consisted of an old anchored steel sheet pile. The existing bulkhead was in poor conditions. The new system consisted of a cantilever steel sheetpile with an oversized section modulus to avoid the use of anchor and minimize the disturbance of contaminated soils behind the existing bulkhead. The new sheepile wall extended from the northeast corner of Bicentennial Park with the MacArthur Causeway Bridge, continued along the east side of the park, the American Airline Arena and ended near Dodge Island Bridge. Ii;'; I R. J. BEHAR & COMPANY, INC. I RFQ No. 11-11-02 I 32