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<br />12, NAME
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<br />E. RESUMES OR KEY PERSONNEL PROPOSED FOR THIS CONTRACT
<br />(Complete one section E for each key person.)
<br />13. ROLE IN THIS CONTRACT
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<br />Ruben llizarbe, E.I.
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<br />a. TOTAL
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<br />Civil Engineer
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<br />15, FIRM NAME AND LOCATION (City and State)
<br />Berger Avart, Inc., Miami, Florida
<br />16. EDUCATION (DEGREE AND SPECIALIZATION)
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<br />14. YEARS EXPERIENCE
<br />I b, WITH CURRE;T FIRM
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<br />17. CURRENT PROFESSIONAL REGISTRATION (STA TE AND DISCIPLINE)
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<br />BS, Civil Engineering
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<br />E.I. Florida #1100008662 (2003)-Civil Engineering
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<br />18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.)
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<br /> (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED
<br /> PROFESSIONAL SERVICES I CONSTRUCTIONOf applicable
<br /> NW 62ND AVE BRIDGE OVER LITTLE RIVER, HIALEAH, FL N/A I 2005
<br /> (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [8] Check if project performed with current firm
<br />a.
<br /> Project Engineer responsible for the design and detailing of the attachment of existing 12" water main across the C-7 canal, verification
<br /> of field conditions, structural capacity of existing end bents and intermediate bents, and preparation of quantities.
<br /> (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED
<br /> PROFESSIONAL SERVICES I CONSTRUCTION (if aoolicable
<br /> EAST 79TH STREET BRIDGE REHABILITATION, NORTH MIAMI, FL 2003 I 2005
<br /> (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [8] Check if project performed with current firm
<br />b. Project Engineer responsible for providing technical assistance during the review of shop drawings, and performing inspections for the
<br /> rehabilitation of four 17 -span low level bridges and two bascule bridges. The rehabilitation consists of repairing pre-stressed/post-
<br /> tensioned deck/slab units, pre-stressed AASHTO girders, cast-in-place bent caps, bridge fender system, painting of structural steel on
<br /> bascule leaves, repair of mechanical and electrical component associated with the bascule leaves, and replacement of steel
<br /> maintenance platform.
<br /> (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED
<br /> PROFESSIONAL SERVICES I CONSTRUCTION (if aoolicable
<br /> CORAL GABLES HIGH AUDITORIUM DOME, CORAL GABLES, FL 2005 I N/A
<br /> (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [8] Check if project performed with current firm
<br /> Project Engineer for the structural inspection of the cupola located along the roof of the auditorium at Coral Gables Senior High School.
<br />c. The inspection consisted of visually inspecting all structural components (roof deck, roof joists, supporting beams, framing members,
<br /> etc.) associated with the structural integrity of the cupola and adjacent roof structure. The purpose of the inspection was to determine
<br /> the current condition of the structure and develop repair recommendations as required to maintain safe structures. Concerns for the
<br /> structural condition of the cupola originated from evidence of termite damage along some of the wood beams, joists and framing
<br /> members.
<br /> (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED
<br /> PROFESSIONAL SERVICES CONSTRUCTION (if aoolicable
<br /> NEVA KING COOPER EDUCATIONAL CENTER, HOMESTEAD, FL 2005 I N/A
<br /> (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [8] Check if project performed with current firm
<br />d.
<br /> Project Engineer responsible for the structural inspection of eight aged buildings on this campus to determine and report on their
<br /> structural integrity.
<br /> (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED
<br /> PROFESSIONAL SERVICES I CONSTRUCTION (if aoolicable
<br /> SCOTT PARK FIELD HOUSE INSPECTIONS, MIAMI, FL 2005 I 2005
<br />e. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [8] Check if project performed with current firm
<br /> Assistant Inspector responsible for field inspections and report preparation for the placement of reinforcing steel foundations, columns,
<br /> and tie-beams.
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<br />STANDARD FORM 330 (1/2004) PAGE 2
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