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,-.... ~ Areas of Expertise C:on~trucri.)n 1':l1ginl'l'l"il1g In~pl'cti, m/R. l;ld\\'a\'1 Bridgl'~ Years of Experience \\'ilh l'R~: 1-1 Yl';lr~ \\'ith ()rher I :irll1~: I I I Yl';lr~ Education ,....... ~ \ I B \ I ( :, JlIr~l'\\" lrk 11'1. )rida Inll'rnali.mal l'ni\'lT~Il\ B~/I -:Il'e! rlcal 1-:ngil1l'l'l"ing/l-], lrida Inll'rnari.m;ll l'nl\'lT~ir\ B~I Ci\'j] '-:ngll1Cl'rlng II-Iorida 111 t lTn a r i, m a I L - n i \'lT~ i r \' Reg istration I Certification I ')')(J/Pn Jfl'"i. >11al I :ngil1l'lTl I-I, )rida #1 II 1.')21 l().') OTHER 1:J)I-:P/~I')rn1\\'all'r. I-:nl~l'ln and ~l'dill1l'ntati, ll1 (:ol1rrol ~ ~ URS lose R. Polo, PE Senior Project Engineer Overview Mr. Polo has experience as a Senior Project Engineer and Office Engineer on a diverse range of projects including new highway construction and bridge projects. Typical projects are described below. Project Specific Experience Senior Project Engineer, Bridge of Lions Rehabilitation, FDOT District Five, St. Augustine, Florida (06/08-Present): An $80 million historic rehabilitation bridge consisting of: building a new temporary bridge, rehabilitating the existing bridge, and demolishing the previous built temporary bridge. The structure for the bascule span includes a superstructure of steel plate girders with a composite exodermic deck and a substructure consisting of the existing and modified foundation for the bascule piers and existing bascule towers which enclose the counterweight along with the machinery and electrical equipment. The bascule piers are supported on 96-inch drilled shafts. The superstructure type for the approach spans arc steel girders and a substructure consisting of cast-in- place concrete piers supported on a cast-in-place foundation cap with 96-inch diameter drilled shafts. The span length for the bascule span is 95 feet between centerline of bearing and centerline of rack and 115 feet between the centerline of the basculc piers. The span arrangement for the west side approach is a fourteen span units consisting of the first five spans of 30 feet, and the following nine spans of 70 feet adjacent to the bascule span. The cast side approaches consist of nine span units of 70 feet each. The total length of the bridge is 1545 feet. Work under his supervision started approximately half way under the rehabilitation process and consisted of pier construction, steel span assembling and installation, historical concrete restoration on bascule towers, bascule machinery fabrication, and installation, roadway construction, drainage, signalization, lighting, signing and pavement markings. Senior Project Engineer, Group 93 A, B, & C, FDOT District Five, Belleview-Ocala, Florida (02/08-6/20/08): A series of 12 projects (approximately $80 million estimated construction amount) ranging from new bridge construction, new roadway alignment and construction, milling and resurfacing, drainage, sod installation, signing and markings, signalization. \'{fork in conjunction with County and City of Ocala, Utility Companies, and several different Contractors on some of the projects that were within the limits of the City of Ocala. Senior Project Engineer, Hendry County CR 833, Devil's Garden, Florida (02/08-8/11/08): A rDOT Local Agency Program (LAP) project with Hendry County. The project consisted on double and triple box culvert extensions, 2-foot roadway widening in each direction,