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Mr. Mark P. Neiman, P.E. — Transportation Engineer (Geometries and Road Design) With over 40 years of experience, will provide left turn lane and signing and pavement marking engineering design services for this contract.. Mr. Neiman's experience includes the design, permitting, and management of roadways and pedestrian facilities (minor and major) across the state. Mr. Neiman has consistently delivered quality projects to private, municipal and state entities throughout his career. His experience working with Florida Department of Transportation will ensure that this roadway project is completed according to accepted standards in Indian River County. In addition, Mr. Neiman is prequalified with the FDOT in workgroups 3.1 -Minor Highway Design, 3.2 -Major Highway Design, and 7.1 -Signing, Pavement Marking and Channelization. Compliance with the American's with Disabilities Act (ADA) has been an integral part of Mr. Neiman's career. Meeting ADA standards' and requirements is an important part of each and every design project. Mr. Neiman is currently assisting the City of Daytona Beach with a multi-million dollar ADA transition plan for compliance. Mr. Randal Stormant, — Geotechnical Engineer (FDR Mix Design and Specifications) Bechtol Engineering and Testing, Inc. (BET) has performed mix design testing/development and/or in -field production testing for hundreds of successful roadway rehabilitation projects throughout Florida and the. southeast. Project specifications, provided by the many different governing agencies, pertaining to mix design development and in -field production testing relative to Full Depth Reclamation (FDR) have varied dramatically. Cities, Counties, The State of Florida and other States have many conflicting ideas regarding FDR mix design, testing and structural coefficient methodology. Project mix design sampling and testing must be preceded by a clear understanding of the owner's desired final outcome (traffic level, budget, life span, grade, etc.). An initial sampling plan must account for varying site i conditions and roadway section parent materials. Typically cores or saw cut windows are removed from the existing roadway at intervals that will provide sufficient material quantity to perform the necessary analysis and testing. Multiple mix designs may be required for a single project if the variance in the structural performance (j and add mixture compatibility characteristics of the parent materials differ significantly throughout the project I limits. For FDR projects, BET recommends laboratory design test procedures that can be duplicated later in the field during production level testing. Testing may include gradation analysis, unconfined compressive strength, Marshall stability, maximum specific gravity, bulk specific gravity, proctor, in-place density and thickness. Key Team Member Resumes: The following resumes delve into specific project experience each team member brings to this project: 11