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I t_COR ZO _CASTELLA CARBAllO r.rm THOMPSON UJUSAlMAN I EXPERIENCE I Mr. Crews has been design and field engineer on various projects in the field of struclural and civil engineering. Mr. Crews' bridge experience includes both the designs of new structures as well as rehabilitation of existing structures. This experience has included cast-in-place, AASHTO girders, Repair and inspection of steel bridges, box culverts, and rehabilitation of Bascule bridges and tender house facilities. Mr. Crews has also inspected and rehabilitated historic bridges such as the bridges along the Venetian Causeway in Biscayne Bay. Mr. Crews' civil experience has included the preparation of utility relocation plans, drainage analysis, and development of traffic control and stormwater pollution prevention plans on various FOOT projects throughout South Florida. Mr. Crews' experience has included the design of numerous projects with utility coordination issues. Mr. Crews also has had extensive design, construction inspection and administration experience in all types of building structures. Recent relevant experience includes: I I I · Lauderdale Lakes Park Pedestrian Bridge, Lauderdale Lakes, Florida - Project Manager for the redevelopment of an existing park for the City of Lauderdale Lakes. The project was being performed as collaboration with the Broward County School Board to provide a student drop off for a new Elementary school on an adjacent property, The project featured a 110' long fully enclosed pedestrian bridge to provide access for the students across the South Florida Water Management ~istrict C-13 Canal. The project also included approximately 1500' of new roadway with additional parking, as well as several hundred feet of covered walkway for student protection. The project also included the development of a concession and restroom building for the park, as well as renovation of an existing press box structure. New sports field lighting was also provided for all of the play fields, I I I · 1-95 over SR-40 Bridge Replacements, Vol usia County, FDOT - District V - QC Officer and Roadway Engineer responsible for the design of the replacement of the existing twin three-span structures over SR-40 with a new twin single span structure. The new structures provide a 40-meter (131.25') clear opening beneath 1-95. The typical section consists of six lanes divided with three- meter (10 foot) shoulders. The superstructure is supported by pre-stressed piling and MSE walls for the embankment. I I · SR- lOA (US-90 Cervantes Street) Bridge Replacement over Bayou Texar, Escambia County, FDOT - District III - QC Officer and Roadway Engineer responsible for the preparation of full roadway and bridge plans for the replacement of a 155.8 meter (511 L.F.) four-lane bridge over coastal waters and reconstruction of 509.1 meters (1670 L.F.) of approach roadway. The bridge is to be constructed using phased construetion and maintaining four lanes of traffic operational at all times. This is being accomplished through the use of a two-lane acrow bridge built over the Bayou with sheet pile abutments into the Bayou. The project has architectural features, as well as bridge and roadway lighting. I I I · Sunset Drive Bridge Emergency Repairs, Miami Beach, FDOT - District VI - QC Officer and Roadway Engineer responsible for the inspection, load rating and emergency repairs of a ten-span, 250 bridge. Superstructure type consisted of steel girders supporting a cast-in-place concrete deck, Steel girders were nearly eorroded and bearing supports required replacement/rehabilitation. Repairs were performed so that the bridge could be replaced at a later date. I · Venetian Causeway Bridges Rehabilitation / Restoration Study, Miami Beach, FDOT - District VI - QC Officer and Roadway Engineer assigned to the bridge inspection team for inspecting ten concrete girder fixed span bridge and two bascule bridges. The in-depth bridge inspection performed on these historic bridges was for the purpose of developing our in-depth condition survey to develop preservation / rehabilitation schemes. Inspected components included structural steel on bascule leaves, superstructure and substructure elements of concrete girders, utility supports and bridge railings. Upon completion of the condition survey a recommendations report was prepared for FOOT. I I · Sunset Drive Bridge Replacement between Sunset Islands No.1 & 2, Miami Beach, FDOT _ District VI - QC Officer and Roadway Engineer responsible for replacement of an existing ten span, 250 foot bridge with a two-lane, seven-span, cast-in-place continuous concrete slab bridge supported on concrete bents and 24 inch piling. Project consists of providing architectural treatment, reinforcement of bulkheads, major utility adjustments and a critical M.OT due to condition of existing structure. Project also includes approximately 400 linear feet of adjacent roadway requiring gravity wells for drainage. I I JEFFREY S. CREWS, PE Project Manager EDUCATION Bachelor of Science in Civil Engineering. Cum Laude, University (~f Miami. 1988 PROFESSIONAL REGISTRA T10N Florida Prqfessional Engineer License No. 46575 Certified Masonry Inspector No. SM 1-74 FlCE / FDOT LRFD Seminar Training