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<br />CITY OF SUNNY ISLES BEACH
<br />SECTION THREE: ADDITIONAL INFORMATION
<br />
<br /> E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT
<br /> (Complete one Section E for each key person.)
<br />12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE
<br /> Coriann Salas, P.E. Structural Engineering a. TOTAL I b, WITH CURRENT
<br /> 9 years FIRM
<br /> 8 years
<br />I S. FIRM NAME AND LOCATION (City and Slate)
<br />KEITH AND SCHNARS - Fort Lauderdale, FL
<br />16. EDUCATION (DEGREE AND SPEClALlZA nON) 17, CURRENT PROFESSIONAL REGISTRATION (STATE AND
<br />B.s., Civil Engineering, University of Central Florida, 200 I DISCIPLINE)
<br /> Registered Professional Engineer, FL #64779
<br />18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.)
<br /> NtA
<br /> 19. RELEVANT PROJECTS
<br /> (2) YEAR COMPLETED
<br /> (I) TITLE AND LOCATION (City ond Slate) PROFESSIONAL SERVICES CONSTRUCTION Ilf
<br /> NW I nnd Street Bridge Widening, , FOOT District 6 2006 applicable) NtA
<br /> Miami-Dade County. FL
<br />a (3) BRIEF DESCRIPTION (Brie(scope, size, cost, etc.) AND SPECIFIC ROLE DIi'I Check if project performed with current firm
<br /> Designer of 23-foot single span,cast-in-place, flat slab superstructure bridge widening. The supersturcture was supported on two retained
<br /> abutments crossing a canal. Mrs. Salas was responsible for end bent design, deck design and sheet pile retaining wall design with a tie back system,
<br /> The design method used for the bridge widening was Load Factor Resistance Design, The design method used for the sign structures was Allowable
<br /> Stress Design,
<br /> (2) YEAR COMPLETED
<br /> (I) TITLE AND LOCATION (City and Slate) PROFESSIONAL SERVICES CONSTRUCTION Ilf
<br /> 1-95 Pedestrian Overpass, FOOT District 6 2006 applicable) Nt A
<br /> Miami-Dade County. FL
<br />b (3) BRIEF DESCRIPTION (Brie(scope, size, cost, etc.) AND SPECIFIC ROLE DIi'ICheck if project performed with current firm
<br /> Designer for the replacement of an existing pedestrian truss, The final design resulted in the replacement of the 214 foot long truss over a
<br /> congested 12-lane interstate highway, The new truss is a 230-foot long signature hollow structural steel IHSS) truss near the northern entrance to
<br /> Miami-Dade County, Mrs, Salas was the designer of the 230-foot HSS truss. piers, slab ramp, concrete retaining walls. steel connections of welds
<br /> and splices and the pile loads, The design method used was Load Factor Design, Fees: $375.000
<br /> (2) YEAR COMPLETED
<br /> (I) TITLE AND LOCATION (City and Slate) PROFESSIONAL SERVICES CONSTRUCTION Ilf
<br /> New River Bridge, Design Build, Tri-County Commuter Rail applicable) Nt A
<br /> Authority
<br /> Fort Lauderdale, FL
<br />c
<br /> (3) BRIEF DESCRIPTION (Brie(scope, size. cost, etc.) AND SPECIFIC ROLE DIi'ICheck if project performed with current firm
<br /> Preparation of a design build proposal for the new T ri-Rail crossing of the North fork of the New River. In association with Astaldi Construction
<br /> Corporation, 60% project plans were prepared on a fast track schedule, The proposed double tracked railroad bridge totaled 3738 ft in length, in
<br /> which Mrs, Salas designed and detailed the AASHTO girder appraoch spans, The narrow construction corridor required the design to accomidate
<br /> the use of an overhead gantry for supersturcture palcement..
<br /> (2) YEAR COMPLETED
<br /> (I) TITLE AND LOCATION (City and Slate) PROFESSIONAL SERVICES CONSTRUCTION Ilf
<br /> 1-95 Managed Lanes, FOOT District 6 2007 applicable) Nt A
<br />d Miami-Dade County, FL
<br /> (3) BRIEF DESCRIPTION (Brie(scope, size, cost, etc.) AND SPECIFIC ROLE DIi'ICheck if project performed with current firm
<br /> Design Engineer responsible preparing 30% bridge plans and design calculations for the widening of 1-95 over the SR-112 to 1-95 Northbound Ramp,
<br /> Prepared MSE wall control drawings, The design method used was LRFD.
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<br />AUTHORIZED FOR lOCAL REPRODUCTION
<br />MANDATORY USE DATE OF FORM 512004
<br />
<br />STANDARD FORM 330 (1/2004) PAGE 10
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<br />RFQJ*l 0-04-0 1
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<br />PAG E 20
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<br />::J/'\l'~ KEITH and SCHNARS, P.A,
<br />:: ~} FLORJDAs Bil lOCAL FIRM
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