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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 />Faisal S. Awan, P.E.
<br />13. ROLE IN THIS CONTRACT
<br />Public Involvement
<br />14. YEARS EXPERIENCE
<br />a. TOTAL
<br /> 16
<br />b. WITH CURRENT FIRM
<br /> 14
<br />15. FIRM NAME AND LOCATION (City and State)
<br />Kimley-Horn and Associates, Inc., Coral Gables, FL
<br />16. EDUCATION (Degree and Specialization)
<br />Master of Science / Civil Engineering / University of Florida
<br />17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline)
<br />FL / Professional Engineer / 70329 / 2009
<br /> 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.)
<br />
<br /> 19. RELEVANT PROJECTS
<br />a.
<br />(1) TITLE AND LOCATION (City and State)
<br />SR 992/SW 152nd St. (Coral Reef Dr.) from SR 821 (HEFT) NB
<br />Ramp to SR 5/US-1, FDOT District Six
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES
<br />Ongoing
<br />CONSTRUCTION (If applicable)
<br />
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm
<br />Project engineer for the rehabilitation and retrofit of an existing 3-span, PC/PS concrete slab unit bridge crossing the C-100
<br />Canal. The existing bridge utilized non-composite slab units placed side-by-side with an asphalt topping. Over the years,
<br />through milling and resurfacing operations, the asphalt thickness had increased 2 -3 times the original maximum design
<br />thickness in several locations. In addition, differential movement between adjacent slab units resulted in full -depth longitudinal
<br />cracks in the asphalt along the length of the bridge causing distress in the asphalt and allowing rainwater and debris to seep
<br />through the bridge in multiple locations, increasing the frequency and cost of long -term maintenance. As part of the project, the
<br />bridge was converted to a composite bridge by removing the asphalt overlay and replacing it with a cast-in-place reinforced
<br />concrete topping slab. Reinforcing dowels were installed into the top of the existing slab units to ensure composite action. In
<br />addition, expansion joints were replaced at all supports, concrete traffic railings were reconstructed to the latest FDOT
<br />Standards, and new ADA compliant sidewalks with aluminum pedestrian railings were reconstructed along each side of the
<br />bridge.
<br />b.
<br />(1) TITLE AND LOCATION (City and State)
<br />SR 944 (NW 54th Street/Hialeah Drive) Resurfacing (RRR)
<br />FDOT District Six
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES
<br />2016
<br />CONSTRUCTION (If applicable)
<br />2016
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm
<br />Project engineer assisting with roadway design plans, maintenance of traffic, signing and pavement marking, signalization
<br />plans and preparation of design exceptions/variations, typical section, and pavement design packages for the corridor. The
<br />project includes milling, resurfacing, overbuild, cross slope correction, one new signalized intersection, and modifications to the
<br />existing signalized intersection to bring them up to current standards. The project also includes public involvement (public
<br />involvement meetings/ presentations) and coordination with FDOT District Six PIO.
<br />c.
<br />(1) TITLE AND LOCATION (City and State)
<br />Okeechobee Road (SR 25) from East of NW 87 Ave to NW 79 Ave
<br />FDOT District Six
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES
<br />Ongoing
<br />CONSTRUCTION (If applicable)
<br />
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm
<br />Project engineer for final design services for the reconstruction of a ¾-mile section of Okeechobee Road in Miami-Dade
<br />County. Services include widening the existing road to 4 lanes in each direction; widening the NW 79th Avenue Bridge over the
<br />Miami (C-6) Canal; intersection modifications at NW 95th Street and Frontage Road; relocation of an existing BJs Wholesale
<br />Club entrance and addition of a new free-flow right-turn lane; and new access from the Frontage Road to westbound
<br />Okeechobee Road. Kimley-Horn is also responsible for all permitting; structural design; drainage desi gn; signing and marking;
<br />signalization; lighting design; ITS system design; and landscaping along the corridor.
<br />d.
<br />(1) TITLE AND LOCATION (City and State)
<br />The Underline Phase II Design-Build Criteria Package
<br />Miami-Dade County
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES
<br />Ongoing
<br />CONSTRUCTION (If applicable)
<br />
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm
<br />QA/QC reviewer. Kimley-Horn is providing professional services to Miami-Dade County to develop a design-build criteria
<br />package for the Underline, a 10-mile linear trail and urban park underneath Miami’s elevated Metrorail line. Services included
<br />utility coordination, development of design standards, schematic layouts for six intersection crossings, including bike lanes and
<br />pedestrian crossings, signage, pavement markings, and signal modifications. Design criteria for landscape architectural
<br />features and amenities was also included.
<br />e.
<br />(1) TITLE AND LOCATION (City and State)
<br />I-95 Corridorwide Planning for Operational Deficiencies, US 1 to
<br />Broward County Line, FDOT District Six
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES
<br />Ongoing
<br />CONSTRUCTION (If applicable)
<br />
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm
<br />Project engineer. Kimley-Horn is developing and evaluating improvement concepts and performing a detailed planning level
<br />operational analysis for the I-95 corridor within District Six. The analysis includes evaluation of the study interchanges,
<br />interchange influence areas, and ramp junctions, as well as post-implementation operational conditions of the 95 Express
<br />corridor improvements. The purpose of this evaluation is to identify deficiencies focusing on recurring bottlenecks and to
<br />develop a series of proposed improvements to address the existing and future demands of the corridor. If necessary, multiple
<br />improvement alternatives will be developed for the mainline and system -to-system connections.
<br /> STANDARD FORM 330 (REV. 8/2016) PAGE 2
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