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. . . . . . . . . . . . . I. I . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . Delio Perez, P.E Page 2 m[@~~~~ [i;{@@[iG ~ ~~~~~~o . 1-95/1-595 Interchange - FDOT District IV (Steel Box Girders Curved and Straight) Bridge Development Report (BDR), 30 % Bridge Plans and Final Plans This complex, fully directional four level interchange with maximum spans of 100 feet to 205 feet consists of nine bridges totaling 12,352 feet in length and included both concrete segmental and steel box girder design alternatives (Steel boxes alternative was the low bidder). This project had the first single cell steel box girder bridge in the State of Florida. Mr. Perez participated in the Design of the steel box girders of several structures including the field splice design and miscellaneous structural items, such as cross frames, etc. Also Mr. Perez served as the DesignlField liaison during construction of this very complex steel bridge interchange. . S.R. 100 Over Intracoastal Bridge (Replacement of Flagler Beach Bridge), Flagler County - FDOT District V (Segmental Bulb-Tee with Drop-In-Beams longitudinally post-tensioned) Bridge Development Report (BDR), 30 % Bridge Plans and Final Plans This bridge provides an east-west connection between U.S. 1 and S.R. A 1A. This is a twin fixed high level structure 2,664 feet long, with a vertical clearance of 65 feet above mean high water at the Intracoatal Waterway. The navigation and flanking spans (3 spans continuous: 161'-230'-161') have been developed using Segmental Bulb-Tees, with special haunched sections at the supports. The approach spans consists of continuous Florida -Tees Beams. Mr. Perez as Project Engineer performed the Quality Assurance Design Review of the superstructure and substructure. Including the replacement of an existing bulkhead, He was also responsible for the checking of the shop drawings and construction related issues. . 1-951 Palm Beach International Airport Interchange, Palm Beach County, FDOT District IV (Precast Segmental) Bridge Development Report (BDR), 30 % Bridge Plans and Final Plans Mr. Perez participated in the design of the temporary sheet piles for 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). 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. Mr. Perez was responsible for the solution to construction-related issues during the design and construction of the project and he was also responsible for designing all of the expansion joints. He participated in the checking of shop drawings for the segmental portion of this project including the casting curve. . Ft. LauderdalelHollywood International Airport Interchange, Broward County, District IV (Precast Segmental) Mr. Perez was involved in general design, with special focus on the design of concrete integrated piers for the segmental bridges for this new two level interchange that has 12 bridges totaling 409,700 square feet, including six precast concrete segmental bridges. The segmental portion of the project consists of single cell boxes erected using the balanced cantilever method with ground mounted cranes. The spans vary from 120 ft to 220 ft Mr. Perez was responsible for the solution to construction-related issues. . SR25/0keechobee Road Widening, Hialeah, Florida - FDOT District VI (Depressed Roadway) Senior Bridge Engineer - Preparation of the Design/Build Criteria Package for complex $ 35 Million Depressed Roadway Project for FOOT District 6.