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URS Jesse Richterkessing, PE (cont'd.) c sq-in concrete piles. The project also includes about 800 ft. of proprietary MSE walls and 700 ft. of temporary critical sheet pile wall. Port of Miami Western Port Blvd Bridge Inspection and Load Rating, Miami, (2011),-Senior Structural Engineer serving as the lead inspector for the bridge inspection and performed the load rating analysis for the existing bridge based on the 2011 Bridge Load Rating Manual. Port of Miami Rail and Highway Bascule Bridges Inspection and Assessment, Miami, (2010-2011).-Senior Structural Engineer serving as the project manager for the inspection and assessment of the existing bascule bridges. The project was to inspect and assess the existing bascule bridges and provide a cost to bring the bridges back into service. Tasks included coordinating all inspection aspects for the bridges for the different disciplines including electrical, mechanical, underwater, c Snake Road Bridge over the L-28-1 Canal, Hendry County, FL. (DMJM-Harris, 2006) Stmctural Engineer for the rehabilitation of a 3- span bridge. Bridge was composed of precast panels making up the superstmcture and pile bents as the substructure. \X1ork included retrofit of non-standard traffic railings (including guardrail approaches), rehabilitation of the longitudinal joints between panels and replacement of expansion joints.. SR 5 JUS 1 South Reconstruction from MP 4.150 to MP 8,733, Miami-Dade County, FL (DMJM-Harris, 2006) Bridge Engineer for the proposed 120' span Wild Life Crossing #2 bridge in the controversial 18-Mile Stretch Project. Work included preparation of a Bridge Development Report studying various stmctural alternatives. Responsible for preliminary design of the 3-40' span continuous flat slab alternative, the 120' single span prestressed concrete girder alternative, and the 2-60' span prestressed concrete girder alternative with continuous CIP deck, pile abutments and pile bents; and cost estimates for all alternatives. Red Road Reconstruction Retaining Wall Design, Miami-Dade County, FL (DMJM-Harris, 2004-05) Bridge Engineer for the design of multiple steel sheet pile walls along the Red Road accommodating the widening of roadway and dredging of the adjacent canal. Walls were designed with a barrier wall on top. Developed Retaining Wall Study and preliminary design drawings for cantilever sheet pile walls. The method of design was in LPD using the software CW ALSHT. FDOT, US 41/SR 45, Pasco County, FL (DMJM-Harris, 2000) Designed temporary sheet pile walls (100 meters) including braced and anchored walls, for the removal of existing organic soils. r ~ Florida Turnpike, Palm Beach County, FL (DMJM-Harris, 1999), Bridge Engineer for the load rating of four (4) bridges located on the Florida Turnpike within Palm Beach County. Work included performing inventory and operating ratings for all superstructures. The bridges 3