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I i 1 i 1 h f ,I I i I i 1 i I I I Jeffrey S. Crews PE, LEEDAP Design — Project Manager preservation and strengthening of the existing bridge. The existing vertical lift span is nonoperoble. Sunset Drive Bridge Emergency Repairs, Miami Beach, Florida, FDOT District 6' Project Engineer for the inspection, load rating and emergency repairs of a ten span, two hundred fifty -foot bridge. Superstructure type consisted of steel girders supporting a cost - in-ploce concrete deck. Steel girders were nearly corroded and bearing supports required replacement /rehabilitation. Repairs were performed so that the bridge could be replaced at a later date. SR -5 (USA) Jewfish Creek Ramp Bridges, Key Largo, 1992 -1994 FDOT District 6' Project Engineer for the Preparation of bridge plans and bridge development report for Mro, access ramp interchanges. The south access ramps consist of approximately 1200 lineor feet of two-lane bridge structure with six -foot shoulders. The design of the ramps includes the design of a 120 -foot span tie-in along the alignment of the main bridge. The access ramps themselves include almost 90 degree curves with a 56 -foot radius. The ramp design also includes a north interchange ramp consisting of 1800 linear feet of roadway embankment using geogrids This includes the preparation of Tragic Control Plans for the entire corridor, as well as the preparation of T.C.P. Plans for the emergency repair of the existing bascule bridge. Project also included the design of a low-level bridge along old SR- 5/US -1. The purpose of this structure was to act as a wildlife crossing tot the American Crocodile. Various Field Bridge Inspection' Field Engineer for various inspections and studies of bridges including metallurgical and other types of nondestructive material testing for steel and concrete structures in need of rehabilitation. Unnamed Branch Bridge on CR -2343, Bay County, FDOT District 3' Project Engineer for a bridge development report and plans to replace an existing 30-foot span bridge with a skewed double barrel reinforced concrete box culvert. Design of modified foundation system for a detour route bailey bridge. FDOT Stnxtural Steel Bridge Inspection' Assisted in the administration and coordination of inspection services for the fabrication of structural steel for FDOT bridges statewide. Reviewed and maintained welding procedures, maintained summaries and tracked fabrication progress. Interacted with FDOT Materials office. Cornell Branch Bridge on Cornell Drive, Bay County, FDOT District 3' Project Engineer for the preparation of a bridge development report and plans to replace an existing 30-foot span bridge with a double barrel reinforced concrete box culvert. The box culvert was design as a modified box culvert with increased height endwalls and phased construction in order to maintain creek flows Roosevelt Blvd. / Oakland Park Blvd. Bascule Bridge Rehabilitation, FDOT District 4' Project Engineer for rehabilitation plans of the Bascule bridge approaches for one 7 -span structure and one 27 -span structure. Rehabilitated components include abutments, piling, bent caps, roadway approaches, and tender facilities. This includes the preparation of Traffic Control Plans for the rehabilitations- SR-482 (Sandlake Road) and SR -435 (Kirkman Road) Interchange Widening, Orange County, Florida, FDOT District 5 Senior Structural Engineer for the widening of five AASHTO Beam Type bridge structures to include reconstruction / resurfacing of roadway approaches. Five bridges require prestress beam repairs, widening towards median as well as to the exterior. Due to severe clearance restrictions, use of modified AASHTO Type lit beams was required. 1-95 over SR-40 Bridge Replacements, Volusia County, Florida, Florida Department of Transportation - District 5' Project Engineer 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 lane divided with 3 -meter I 1 foot) shoulders. The superstructure is supported by prestressed piling and MSE Walls for the embankment SR -70 Bridge Replacement over Slough Ditch, Fisheating Creek and Harney Pond, Highlands County, Florida Department of Transportation, District 1' Senior Structural Engineer for the preparation of bridge plans for the replacement of a 195 foot bridge structure over the S. F. W.M. D. and the C-4IA Canal. The proposed structure is a 210 foot seven span cast -in -place bridge using phased construction. This project included biological and contamination assessments, as well as established wetlands jurisdictional limits. 1 ' denotes projects completed with other firms One Team. Infinite Solutions. 46