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<br />Resume
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<br />MILLENNIUM
<br />DESIGN CONSULTANTS. INC.
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<br />Lisa Lorenzo, P .E.
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<br />Senior Structural Engineer
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<br />Education
<br />B.S.C.E., University of Miami, May 1990
<br />M.S.C.E., Florida International University, May 1994
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<br />Professional Registration
<br />Professional Engineer: FL #48926
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<br />Years of Experience: 21
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<br />Experience and Qualifications
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<br />Ms. Lorenzo has over 21 years experience in the design and plans preparation of
<br />numerous design projects. She has served as Responsible-in- Charge, Project
<br />Manager and Lead Engineer for various types of projects including urban and rural
<br />roadways, limited access highways, bridges and miscellaneous structures Her
<br />experience also specializes in projects involving designing, construction,
<br />maintenance and rehabilitation of bridges and transportation facilities for State and
<br />Local Agencies.
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<br />PROJECT EXPERIENCE:
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<br />2011- To Present SR 93/1-75 @ Miramar Parkway Partial Urbanization and Northbound/Southbound Auxiliary Lanes Miami-Dade and Broward
<br />Counties, Florida The project consisted of the replacement of cast-in-place/ precast panel deck system with a conventional concrete deck of 1-75 over
<br />Snake Creek Canal. and the rehabilitation of the Miramar Parkway Bridge over SR93/1-75. EOR responsible for the complete analysis of the bridge designs,
<br />load ratings as well as we as the OMS structure, cantilever sign structure and special bridge mounted sign designs.
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<br />2010-2011 N.E. 27th Terrace Bride Replacement (Design-Build Project), City of Pompano Beach, FL - Design-Build Project consists of the design and
<br />development of construction documents for the replacement of the existing structurally deficient bridge structure over the Wisteria Canal. Proposed bridge
<br />consists of a 38'-4"single span bridge, with an overall bridge width of 36'-0" to accommodate 2-11' lanes, shoulders and raised sidewalk. Substructure
<br />consists of conventionally reinforced cast-in-place caps supported on shallow spread footers.
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<br />2009-2010 Rickenbacker Causeway Demolition Miami Dade County Public Works Project consisted of the development of a complete set of plans for
<br />the Demolition of the existing Rickenbacker Causeway Bridge (West Section) that had served as a Fishing Pier over the Biscayne Bay in accordance with
<br />AASHTO, FOOT and Miami-Dade County Public Works Standards and Specifications. Existing structure consists of a structural steel beams and
<br />conventional composite deck superstructure supported by reinforced concrete intermediate piers. Total bridge length to be removed is approximately 1,734
<br />feet (which includes 34 _ 51'-0" spans). Structural Engineer assisted in the development of the Demolition Plans as well as the coordination with various
<br />environmental permitting agencies including SFWMD, DERM, Army Corp as well as the United States Coast Guard.
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<br />2009 -To Present Miami International Airport Rehabilitation of the Upper Vehicular Drive Miami Dade County, Florida Engineer of Record
<br />responsible for analysis and design of the rehabilitation of the Upper Vehicular Drive Bridge No 874635. Project involved the development of contract plans
<br />to rehabilitate the existing concrete and steel frame structures including joint replacement, spall repair, crack repair, structural steel repair. In addition
<br />responsible for the development of the roadway plans, signing and marking plans and maintenance operation for the milling and repair/modification
<br />operations
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<br />2009 Structural Inspection and Assessment of the Indian Creek Bridge (Bridge No. 876100) for Indian Creek Village, The project involved the field
<br />investigation and analysis of the Indian Creek Bridge located in Miami-Dade County. This a thirteen-span reinforced concrete "1" beam bridge with fascia
<br />arch beams. Ms Lorenzo was the Project Manager responsible for the bridge inspection, determination of deficiencies and load rating in order to gather all
<br />data required to ascertain the existing condition/capacity of the structure and estimate a preliminary construction cost that will serve as the basis for the
<br />production of the bridge rehabilitation document to repair and partially restore the capacity of the bridge's superstructure.
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<br />2009 NE 15th Avenue Bridge Over Snake Creek (C-9) Canal Miami Dade County Structural Engineer who provided Miami Dade County professional
<br />engineering services by conducting a peer review of the EOR's Superstructure plans for the Snake Creek Bridge Project that was under construction. Scope
<br />included field visits, review of superstructure plans, review as-built information provided by the County, and to develop a marked up revision set intended to
<br />assist the EOR in his revision & implementation of recommendations in bridge plans to meet AASHTO, Public Work Standards, FOOT Structural Design
<br />Guidelines, and, FOOT Standards as applicable. NE 15th Ave Bridge over Snake Creek (C-9) canal is a seven (7) span simply supported structure. The
<br />original superstructure consists of precast prestressed slab units and the widened portion is a cast in place section. The bridge is supported on 18"
<br />prestressed piles. Given the numerous issues we found with the detailing provided a clean set of mark ups produced in CAD providing our recommendation
<br />of how the spans should be detailed and coordinated.
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<br />2008 SR 9/1-95 Interchange at Ives Dairy Road (Bridge over CSX), Miami-Dade County, Florida. Structural Engineer who provided assistance in the
<br />analysis and design of minor bridge widening to connect two parallel AASHTO Girder bridge structures. The widening of the parallel 4-span bridge
<br />structures involved removal of existing median and portion of existing deck. Load generation and bridge analysis was developed using STAAD. Existing
<br />AASHTO Type II and III girders was conducted using CONSPAN to verify additional live loading resulting from widening. FOOT 06 Ref: Jason Chang 305-
<br />470-5100.
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<br />4868 SW 72'. Annue.Miami, Florida 33155 - Phone 305.667..1772 - Fa:\. 305.667.1790 - www.nmdcen~.com
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