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E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT
<br />(Complete one Section E for each key person)
<br /> 12. NAME
<br />JOSSMEL CRUZ-GARCIA, MS, EI
<br />13. ROLE IN THIS CONTRACT
<br />Structural/Roadside Barriers &
<br />Guiderails/Designer
<br />14. YEARS EXPERIENCE
<br />a. TOTAL
<br />3
<br />b. WITH CURRENT FIRM
<br />3
<br />15. FIRM NAME AND LOCATION (City and State)
<br />R.J. BEHAR & COMPANY, INC.
<br />6861 SW 196th Avenue, Suite 302
<br />Pembroke Pines, Florida 33332
<br />16. EDUCATION (Degree and Specialization)
<br />M.E. Structural Engineering, University of Puerto Rico, July 16, 2017
<br />B.S. Civil Engineering, University of Puerto Rico, June 2015
<br />17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) Engineer Intern No. 1100023398, 2019
<br />18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.)
<br />At RJ Behar he works in the design of structural elements and performs inspections of infrastructure and building projects. H e has a
<br />thorough understanding of advanced structural engineering and the associated computer skills. His experience has included design
<br />of water control structures; miscellaneous structures; signal mast arm foundations; seawall design and rehabilitation; and
<br />development of structural applications of metallic, non-metallic or composite materials for ships.
<br />19. RELEVANT PROJECTS
<br />a.
<br />(1) TITLE AND LOCATION (City and State)
<br /> SR 25/Okeechobee Road from W. 7th Avenue to NW 36th Street, Miami-Dade
<br />County, Florida – Florida Department of Transportation (FDOT), District 6
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES
<br />2020
<br />CONSTRUCTION (If applicable)
<br />(3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />Structural Engineer: As part of the post-design services, he was responsible for reviewing the mast arm and overhead cantilever sign shop
<br />drawings; reviewing the mast arm design calculations shop drawings; reviewed the cantilever sign foundation shop drawings; reviewed the multi-
<br />post foundation shop drawings; designed spread footings for the light pole; and performed the structural design of a barrier wall for pier protection.
<br />Project #: 425979-2-32-01; Cost/Fees Paid: $524,942.00; Construction Cost: 1,680,000.00; Project Length: 1.506 miles.
<br />b.
<br />(1) TITLE AND LOCATION (City and State)
<br />NW 87th Avenue, Miami-Dade County, Florida – FDOT, District 6
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES
<br />2016
<br />CONSTRUCTION (If applicable)
<br />2019
<br />(3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />Project Engineer who designed and checked shop drawings for the light pole spread footers. He also designed and checked shop drawings for
<br />the pedestrian post special foundation detail. Project Length: 2 miles.
<br />FM#: 405615-3-52-01 – Cost/Fees Paid: $2,994,823.00 – Construction Cost: $34,800,000.00 (Estimated).
<br />c.
<br />(1) TITLE AND LOCATION (City and State)
<br />Booster Stations Seawall Repair #1, Miami-Dade County, Florida – Town of
<br />Medley
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES
<br />2019
<br />CONSTRUCTION (If applicable)
<br />(3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />Structural Lead Engineer for designing rows of pre-stressed soil anchors (or similar drilled-in tiebacks) to provide horizontal resistance for the
<br />upper portion of an existing seawall. The repair will run the full length of the south pump station seawall plus roughly 10’ on each side of the pump
<br />station building. Structural design of the wall will follow the requirements and recommendations of the Florida Department of Transportation
<br />Structure Design Guidelines, dated January 2016, Chapter 3 for Retaining Walls. Wall design calculations, assumptions, etc., will be documented
<br />in a computation book report. He was also responsible for assisting with hydraulic calculations, estimates of probable cost and permitting.
<br />Cost/Fees Paid: $41,961.37 – Construction Cost: N/A.
<br />d.
<br />(1) TITLE AND LOCATION (City and State)
<br />Booster Stations Seawall Repair #1, Miami-Dade County, Florida – Town of
<br />Medley
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES
<br />2019
<br />CONSTRUCTION (If applicable)
<br />(3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />Structural Lead Engineer for designing rows of pre-stressed soil anchors (or similar drilled-in tiebacks) to provide horizontal resistance for the
<br />upper portion of an existing seawall. The repair will run the full length of the south pump station seawall plus roughly 10’ on each side of the pump
<br />station building. Structural design of the wall will follow the requirements and recommendations of the Florida Department of Transportation
<br />Structure Design Guidelines, dated January 2016, Chapter 3 for Retaining Walls. Wall design calculations, assumptions, etc., will be documented
<br />in a computation book report. He was also responsible for assisting with hydraulic calculations, estimates of probable cost and permitting.
<br />Cost/Fees Paid: $41,961.37 – Construction Cost: N/A.
<br />e.
<br />(1) TITLE AND LOCATION (City and State)
<br />Seawall Design at Tobie Wilson Park, Miami-Dade County, Florida – Town of
<br />Medley
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES
<br />2018
<br />CONSTRUCTION (If applicable)
<br />(3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />Project Engineer who is assisting with the structural analysis and design, and plans preparation. The scope of work will include design of
<br />approximately 850 feet of a new bulkhead wall located along the south bank of the Miami Canal. Cost/Fees Paid: $112,000 – Construction Cost:
<br />$2,800,000 (Estimated).
<br />STANDARD FORM 330 (REV. 8/2016) PAGE 2
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