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STANDARD FORM 330 (REV. 3/2013) PAGE 2
<br />E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT
<br />(Complete on Section E for each key person)
<br />12. NAME
<br />Jorge Soto, PE
<br />13. ROLE IN THIS CONTRACT
<br />Structural Engineer
<br />14. YEARS EXPERIENCE
<br />a. TOTAL
<br />21 b. WITH CURRENT FIRM
<br />3
<br />15. FIRM NAME AND LOCATION (City and State)
<br />HARDESTY & HANOVER (Sunrise, FL)
<br />16. EDUCATION (DEGREE AND SPECIALIZATION)
<br />B.S. / Civil Engineering / Florida International University
<br />17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE)
<br />Professional Engineer: FL
<br />18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.)
<br />Jorge Soto has 21 years of experience in the design of the various fixed/ movable bridges and miscellaneous structures including an
<br />elevated Metrorail passenger platform. Structural design experience includes plate girders supported on integral straddle caps,
<br />splayed plate girders, AASHTO and FIB beams on curved bridges, culverts, concrete retaining walls, bulkhead walls, mast arms and
<br />overhead span/cantilever structures for multi-level and flat slab bridges and well as pedestrian, passenger and heavy rail bridges.
<br />19. RELEVANT PROJECTS
<br />TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE
<br />SR A1A NORTH CAUSEWAY BRIDGE over the ICWW
<br />Fort Pierce, FL
<br />Structural Engineer. Responsible for superstructure design and plans development for the replacement of North Causeway Bridge.
<br />Scope of services includes the alignment, segmental bridge super and substructure design, drainage, MOT, ITS, geotechnical,
<br />hydrogeology, lighting, signalization, signage, paving marking, utility/railroad/marine coordination, permitting, public involvement,
<br />maintenance, control and protection of vehicular and marine traffic, as well as additional roadway design services which addresses
<br />adjacent state, frontage and access roads, and railway crossings affected by the project.
<br />ENGINEERING COMPLETED
<br />2021
<br />CONSTRUCTION COMPLETED
<br />n/a
<br /> Check if project performed with current firm
<br />TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE
<br />SR 500 PEDESTRIAN & FIXED BRIDGES over ALLIGATOR CREEK
<br />Orange County, FL
<br />Structural Engineer. Responsible for design of a 120-foot span pedestrian bridge as well as the 29-foot, 5-span continuous, cast-in-
<br />place flat slab bridge (C-32G), supported on concrete bent caps with 18-inch prestressed concrete piles. Was also responsible for the
<br />review of the superstructure and substructure design including flat slab and bent caps on prestressed piles
<br />ENGINEERING COMPLETED
<br />2003
<br />CONSTRUCTION COMPLETED
<br />n/a
<br /> Check if project performed with current firm
<br />TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE
<br />SR 968 / SW 1ST STREET BRIDGE at MIAMI RIVER
<br />Miami, FL
<br />Structural Engineer. Responsible for design services for the replacement of a NRHP eligible bascule bridge over the Miami River located
<br />adjacent to a NRHP listed historic district and local historic district. The NEPA process concluded with an EA/FONSI, including a
<br />commitment through a MOA with FHWA, FDOT, and SHPO to maintain the existing historic catwalks connecting the bridge to the NRHP
<br />Miami River Inn cottages. The new 507-foot bridge included a 325-foot double-leaf bascule span over a widened 150-foot navigation
<br />channel. Two new approach spans consist of prestressed concrete beams, providing 18 feet of clearance over North and South River
<br />Drives. The new approach retaining walls include a longitudinal walkway for connectivity to the historic catwalks. Responsibilities
<br />include support of PD&E Team including documentation using SWEPT, OEM briefings and maintenance of the Project Commitments
<br />Record.
<br />ENGINEERING COMPLETED
<br />2016
<br />CONSTRUCTION COMPLETED
<br />n/a
<br /> Check if project performed with current firm
<br />TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE
<br />I-595 RAMP L-1 over SR 84 WB (BRIDGE 860645)
<br />Broward County, FL
<br />Project Manager. Responsible for providing structural engineering design of a 386-foot, 3-span bridge. The bridge consisted of
<br />splayed plate girders supported on integral concrete post-tensioned straddle caps. Responsible for the checking/design of the steel
<br />plate girders/superstructure, load rating, substructure design and development of plans.
<br />ENGINEERING COMPLETED
<br />2011
<br />CONSTRUCTION COMPLETED
<br />n/a
<br /> Check if project performed with current firm
<br />TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE
<br />JUPITER FEDERAL BRIDGE over the LOXAHATCHEE RIVER
<br />Jupiter, FL
<br />Structural Engineer. Responsible for providing analysis of superstructure leaf and foundation for the preliminary and final design phases
<br />of this bascule bridge replacement project. The SWAT process of overlapping the design phase with the PD&E phase required
<br />coordination and support of the NEPA process in developing the Type 2 Categorical Exclusion documentation. Serving as Engineer of
<br />Record of the project, H&H is addressing the structural and functional deficiencies of the existing bridge, developing vertical and
<br />horizontal alignments for bridge replacement alternatives and studying the resulting impacts. The design will incorporate intersection
<br />improvements and improve traffic functions at both ends of the approximately 2,960-foot-long (0.56 mile) project corridor. The project
<br />will include ADA access ramps to the eight-foot sidewalks and a new seven-foot buffered bike lane for additional safety.
<br />ENGINEERING COMPLETED
<br />2021
<br />CONSTRUCTION COMPLETED
<br />n/a
<br /> Check if project performed with current firm
<br />
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