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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~~~~~ ~[}{] ~&~~~~ O~O Soheila Sadough, PhO., P.E Page 2 b. Responsible for checking all the steel shop drawings, RFl's and construction related issues. S.R. 80 Over S.R. 7, Palm Beach County, Florida - FDOT District VII This is a three (3) spans continuous steel plate girders bridge (39 m - 60 m - 39 m, out-to-out = 35.150 m). Dr. Sadough was in charge of the BDR and she participated in the Steel Plate Girders final Design, Field Splices and Miscellaneous Details. She also checked the framed multi - columns piers including the foundation on prestressed concrete piles. Benoist Farms Road Over C-51 Canal, Palm Beach County, Florida - FDOT District IV This is five (5) spans AASHTO Type II Modified Prestressed Beams Bridge built in stages. Project Engineer and designer of the pile bents in phases. Also Dr. Sadough was in charge of the BDR and 30 % Bridge Plans. Sawgrass Expressway 1 National Car Rental Center (NCRC) Interchange - Broward County, Florida The structure is a three span twin steel box girder system 525 feet in length, curved & on tangent and 40 feet wide. To establish the lowest bridge profile to accommodate a touchdown far enough in advance of the toll plaza, a single pier substructure was provided and cantilevered the twin steel box girders by the use of a cross girder of the same depth (Integral Pier Cap). Dr. Sadough performed the following design activities: a. Pot Bearing Design and Jacking of the superstructure. b. Checked the Load Rating of the Bridge. Westbound Gandy Bridge, Pinellas/Hillsborough County - FDOT District VII (Segmental Bulb-Tee with Drop-In-Beams longitudinally post-tensioned) This high level fixed bridge over the ICWW in Tampa is 14,000 feet long. The navigable main unit consists of three continuous spans 144'-234. 5'-144' of five segmental bulb-T girders with special haunched sections at the supports. The approach spans consisted of two alternates, Florida bulb-T and AASHTO Types IV and VI beams, with the bulb-T option selected based on low bid. The bridge is founded on drilled shafts designed to sustain ship impact forces of 2,400 kips. Dr. Sadough designed the end bents and Low & Medium - Level and High Level Piers subjected to ship impact. Also, she participated in the Quality Control of the design of the longitudinally post-tensioned Bulb.T Beams of the navigable main unit.. 1-951 Palm Beach International Airport Interchange, Palm Beach County, Florida - FDOT District IV Precast Segmental Dr. Sadough was the Project Engineer responsible for all structural design aspects of this new three level interchange which has fourteen bridges totaling 5 km in length, including eight concrete precast segmental bridges (4.5 km) and six steel plate girder bridges (0.5 km); and Load Rating of all Segmental Bridges. The segmental portion of the project consists of curved precast segmental concrete box girders with a maximum curvature radius of 114 m. Single box cells carry one and two lanes of traffic with superelevations as high as ten percent. The spans vary from 35 to 72 m and the typical segment is 3 m long. The longest ramp bridge is 1005 m in length. a. Participated with the chief structural engineer in the Bridge Development Report and 30% Preliminary Plans for the entire interchange. b. Design of the longitudinal analysis using the BD2-Time Dependant Program and also in the transverse analysis of all the ramps. c. Performed / Checked the load rating of several bridges by the LRFR Method. d. Responsible for the checking of all the steel shop drawings, RFl's and construction related issues. S.R. 826 (Palmetto Expressway) Section 2 -Miami-Dade County, FL - FOOT District VI Dr. Sadough checked the design of the L- Shape portions of the foundation for the 3,190' Sound Barrier. She also checked the design and plans of the Temporary Sheet Piling for 13 Phases of MOT.