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STANDARD FORM 330 (REV. 3/2013) PAGE 2
<br />E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT
<br />(Complete on Section E for each key person)
<br />12. NAME
<br />Amaka Anderson, PE
<br />13. ROLE IN THIS CONTRACT
<br />Mechanical Engineer
<br />14. YEARS EXPERIENCE
<br />a. TOTAL
<br />11 b. WITH CURRENT FIRM
<br />11
<br />15. FIRM NAME AND LOCATION (City and State)
<br />HARDESTY & HANOVER (Sunrise, FL)
<br />16. EDUCATION (DEGREE AND SPECIALIZATION)
<br />B.S. / Mechanical Engineering / University of Central Florida
<br />17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE)
<br />Professional Engineer: FL
<br />18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.)
<br />Amaka Anderson is a Mechanical Engineer with Hardesty & Hanover. Having worked exclusively for H&H for 11 years, Amaka
<br />specializes in managing the bridge design, analysis and inspection. Ms. Anderson’s responsibilities include conducting biennial
<br />inspections work, developing estimates, as well as engineering details, drawings, calculations, and technical special provisions for
<br />bridge rehabilitation and new bridge designs; providing mechanical shop drawing approvals of machinery and sizing of HVAC and
<br />water/sewer plumbing systems.
<br />19. RELEVANT PROJECTS
<br />TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE
<br />NW SOUTH RIVER DRIVE BRIDGE OVER TAMIAMI RIVER CANAL
<br />Miami, FL
<br />Mechanical Engineer. Responsible for design, calculations, and plan preparation for all mechanical systems. The project involved the
<br />preliminary study and final design of a 123-foot simple trunnion single-leaf through-girder bascule span bridge to replace the
<br />historical Tamiami Canal Swing Bridge constructed in 1921. The project included providing a four-lane-wide bridge with six-foot and
<br />12-foot shared sidewalks and control house within a 50-foot limited right-of-way and low bridge profile which resulted in the need to
<br />use through-bascule girders. The floor system consisted of floor beams and an Exodermic bridge deck with no steel stringers and
<br />lateral bracing. Architectural features to the bridge and control house were also included in the detail design.
<br />ENGINEERING COMPLETED
<br />2011
<br />CONSTRUCTION COMPLETED
<br />n/a
<br /> Check if project performed with current firm
<br />TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE
<br />JUPITER FEDERAL BRIDGE REPLACEMENT
<br />Jupiter, FL
<br />Lead Mechanical Engineer. Responsible for managing the mechanical systems design for this bascule bridge replacement project. H&H
<br />will serve as EOR; the project addresses the structural and functional deficiencies of the existing US-1/SR-5 Jupiter Federal Bridge
<br />from CR-A1A (Ocean Boulevard) to Beach Road. Scope includes the development of vertical and horizontal alignment for bridge
<br />replacement alternatives and study of the resulting impacts. The design incorporates intersection improvements and improves traffic
<br />functions at both ends of the approximately 2,960-foot long (0.56 mile) project corridor into the bridge replacement design. The
<br />project will include ADA access ramps to the eight-foot sidewalks and a new seven-foot buffered bike lane for additional safety.
<br />ENGINEERING COMPLETED
<br />Est. 2020
<br />CONSTRUCTION COMPLETED
<br />n/a
<br /> Check if project performed with current firm
<br />TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE
<br />GASPARILLA ISLAND SWING BRIDGE OVER ICWW
<br />Placida, FL
<br />Mechanical Engineer. Responsible for design of for the design and calculations for tender house HVAC units and plumbing system, center
<br />pivot assembly, span drive machinery, balance wheel assemblies, center roller assemblies, rigid stop assemblies, and for updating
<br />technical specifications, mechanical shop drawing approvals including the span lock machinery and end lift assemblies. The HVAC and
<br />plumbing rehabilitation consisted of sizing a new tender house HVAC system and new interior water and sewage system. The new two-
<br />level tender house consisted of two levels to be cooled and heated by means of a split-type AC system. Ventilation design for the
<br />bathroom was also included in the design scope. The project involves the final design for the replacement of a 220-foot swing span
<br />bridge with a new 678-feet bridge including a 250-foot deck girder swing span and approach spans utilizing Florida I-Beams.
<br />Embankments are supported by MSE walls and protected by new bulkheads and revetment.
<br />ENGINEERING COMPLETED
<br />2016
<br />CONSTRUCTION COMPLETED
<br />n/a
<br /> Check if project performed with current firm
<br />TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE
<br />SR-826 / SUNNY ISLES BOULEVARD BRIDGE OVER ICWW
<br />Sunny Isles Beach, FL
<br />Mechanical Engineer. Responsible performed a field review of the structural of this twin double-leaf bascule span bridge including span
<br />drive machinery, trunnion assemblies, span lock machinery, and live load shoe assemblies. Deficiencies reported in the 2015 FDOT
<br />Biennial Inspection Report were confirmed and new conditions that require repairs were documented.
<br />ENGINEERING COMPLETED
<br />2015
<br />CONSTRUCTION COMPLETED
<br />n/a
<br /> Check if project performed with current firm
<br />TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE
<br />SR 968/SW 1ST STREET BRIDGE OVER MIAMI RIVER
<br />Miami, FL
<br />Lead Mechanical Engineer. Responsible for the design, calculations, and developing technical special provisions for the mechanical
<br />systems for the replacement of the nationally registered historic bridge. The HVAC and plumbing rehabilitation consisted of sizing new
<br />HVAC central air/ package-type system and new interior water and sewage systems inside the new tender house. The new, four-level
<br />tender house consisted of three levels to be cooled and heated by means of air ducts and supply/return vents, with fresh air ventilation
<br />provided by an ERV system. Ventilation design for the two bathrooms were also included in the design scope. The new 507-foot bridge
<br />includes a 315-foot double-leaf bascule span over a widened 125-foot navigation channel.
<br />ENGINEERING COMPLETED
<br />2017
<br />CONSTRUCTION COMPLETED
<br />n/a
<br /> Check if project performed with current firm
<br />
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