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HERNANDO R. RAMOS, P.E. HR Engineering Services, Inc <br /> Principal Geotechnical Engineer Medley, Florida <br /> Years of Experience <br /> 26 SUMMARY OF KEY PROJECTS <br /> education NW 25! Street Viaduct — From NW 22—a Street to SR 8261 FOOT, D 6 — FPID <br /> M.S. Civil Engineering— 1988 No. 405665-3-52-01 - Miami-Dade County, Florida. Design - Group axial and <br /> (Georgia Institute of Technology, lateral analysis of 24-inch square prestressed concrete driven piles. The viaduct <br /> Atlanta) structure has a maximum span of 220 feet. Our recommendations for minimum <br /> M.S. Civil Engineering— 1986 pile tip elevations are based on the lateral analysis. Construction - Recommended <br /> (Florida International University, dynamic pile testing (PDA) at every pier located in the canal and at every other pier <br /> Miami) located in the ground. PDA testing is presently conducted. - Production pile <br /> B.S. Civil Engineering <br /> Colombia) <br /> — 1978 <br /> (University offClengths and driving criteria are presently provided. - FDOT Project Manager: <br /> Jason Chang, P.E. - Tel: (305) 470-5331. - Year: 2007 to present, on-going.- Firm: <br /> Professional Registrations HR Engineering Services, Inc. — Role: Principal Geotechnical Engineer. <br /> Professional Engineer, Florida 42045 <br /> LBR Technician-CTQP Certified Earlington Heights Metrorail Extension, From Earlington Heights Metrorail <br /> Station to MIC/MDT Project —Contract No. NCP004-TRO6-CT2 - Miami-Dade <br /> Professional Affiliations County, Florida. Design - Group axial and lateral analysis of 24-inch diameter <br /> American Society of Civil Engineer augercast piles and 36-inch diameter drilled shafts. The metrorail guideways have <br /> span lengths exceeding 150 feet. The structure has both continuous post- <br /> Work History tensioned concrete segments and concrete segmental spans. A great portion of <br /> January 1978-December 1982 the metrorail alignment consists of a single pier supporting two metrorail <br /> Caminos Vecinales(Colombia) guideways. Our recommendations for minimum pile tip elevations are based on <br /> June 1988- December 1998 the lateral analysis. Construction - Recommended a total of 7 axial compression <br /> Law Engineering Services, Inc. Statnamic load tests, 2 lateral Statnamic load tests in addition to 1 axial <br /> nuary 1999 to Present compression static and 3 axial tension static load tests. - Under construction. - <br /> R Engineering Services, Inc MDT Chief Transit Construction: Ronald Steiner, P.E. - Tel: (305) 469-5280. - <br /> Year: 2005 to present, on-going. - Firm: HR Engineering Services, Inc. — Role: <br /> Key Qualifications Principal Geotechnical Engineer. <br /> Geotechnical engineer with more than <br /> 26 years of experience with SR 874/Killian Parkway Interchange, From HEFT to SW 8V Street/MDX — <br /> transportation, industrial, pods, and Task NO. 87404 — Miami-Dade County, Florida. Design - Bridge over SR 874 <br /> civil projects. continuous span structure with span length of 240 feet. The deck (concrete) and <br /> His experience includes design, the steel structure are built together. The project has roadway widening, MSE <br /> planning, execution of new walls and 28,000 linear feet of noise walls. Construction - Recommended dynamic <br /> geotechnical projects and the remedial pile testing (PDA) at 3 test pile locations. - Under construction. - MDX Project <br /> procedures to correct foundation Manager: Alfred Lurigados, P.E. - Tel: (305) 637-3277. - Year: 2005 to present; on- <br /> problems of existing structures, going. - Firm: HR Engineering Services, Inc. — Role: Principal Geotechnical <br /> extensive involvement with axial and Engineer. <br /> lateral pile analyses, slope stability <br /> evaluation on retaining walls and 1-95 SB Widening, from Opa-Locka Boulevard to NW 12V Street/FDOT, D6 — <br /> embankment projects using FPID No. 251669-3-52-01 — Miami-Dade County, Florida. Design - Bridge <br /> geosynthetic reinforcement. widening using 3 and 3.5-foot diameter non-redundant drilled shafts. - Construction <br /> - Evaluated the results of 1 Statnamic load test and implemented results in the final <br /> Other specialties include design of design. - FDOT Project Manager: Jason Chang, P.E. - Tel: (305) 470-5331. — <br /> numerous retaining walls types such Year: 2004-2007. - Firm: HR Engineering Services, Inc. — Role: Principal <br /> as mechanically stabilized earth, Geotechnical Engineer. <br /> in forced concrete, sheet pile <br /> ntilever and anchored walls. <br /> Rfu�n l) <br /> mintI\ rimrmsi. i uwRIHnaa a LMMIB c 4n Has 4m%ti SECTION 3-PAGE173 <br /> RLII111 FOB 01'Ull7Gne\s\e.124142 <br />