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ALEXA NDER SOCARRAS. E ® SR- 8741Don Shula Expressway Ramp Connector to SW 13r Street PD &E Study, Miami -Dade County, Florida — Miami - Dade Expressway Authority Traffic Technician — He performed field reviews of 25 intersections; inducting traffic conditions, road geometry, driver interaction and trip generation. The study consists of the preparation of the PD &E traffic report, for the SR- 874 /Don Shula Expressway Ramp Connector to SW 136th Street. Grand Palms Traffic Study, Pembroke Pines, Florida Traffic Technician — He observed morning and evening turning movement counts to determine the need for additional lanes. This project consisted of performing a Traffic Study at the Entrance of the Grand Palms Resort and Pines Boulevard. RJ Behar & Company, Inc. was hired to conduct an intersection analysis for the intersection. This study was requested to evaluate the feasibility of adding a right turn lane to the northbound approach. 1-75/Griffin Road (SR -818) Intersection Traffic Study, Broward County, Florida — FOOT, District 4 Data Collector — He assisted with the study of signalized intersection analysis, weaving analysis, queuing analysis, interchange capacity analysis and crash analysis using the latest traffic software such as: Corsim, Synchro and FSUTMS /CUBE. An Interchange Operational Analysis Report (IOAR) was prepared. Transportation Master Plan Traffic Counts — City of Hallandale Beach, Florida Traffic Data Collector — He performed traffic counts and data collection. This project included 24 hours and turning movement counts for a master plan study aimed at improving congestion within the City of Hallandale Beach. Land Use Amendment Plan - Traffic Study/Traffic Counts — Town of Davie, Florida Data Collector — He performed traffic counts and data collection. RJ Behar prepared a traffic study, on behalf of the Town of Davie, for a Land Use Plan Application to increase density within the Town's Regional Activity Center. The study includes traffic counts, projections of the new traffic demand, and analysis of the existing and future operational conditions in the areas roadway network. Keystone Point Neighborhood Traffic Study — City of North Miami, Florida ® Data Collector — He performed traffic counts. RJ Behar was contracted by the City of North Miami to conduct a speed study for the Keystone Point Neighborhood. The study's objective was to determine the number of vehides traveling above the speed limit and overall traffic speeds throughout the neighborhood. Additionally, the report was to include traffic calming measures that could be implemented to deter speeding. NW 8711 Avenue /SR -25 Okeechobee Road Area Traffic Study, Miami -Dade County, Florida — FOOT, District 6 Traffic Engineer — He assisted in the traffic operations study to evaluate alternatives and determine potential improvement recommendations. 11 East 411 Avenue Improvements, Miami -Dade County, Florida — City of Hialeah - LAPIARRA Project Technician — He scanned the existing sidewalks and pedestrian conditions to offer a fee proposal for their repairs. This was an FOOT Local Agency Program (LAP) project. One of the challenges of this project was to prepare roadway plans which would improve the roadway corridor while minimizing federal funds the City would have to use. This project was part of the American Recovery and Reinvestment Act (ARRA), which was supported by federal funds. Miami River Greenways Segment D, Miami -Dade County — City of Miami, Florida Ufility Coordinator — He configured the utility status with the aid of a spreadsheet to monitor existing and future conflicts throughout the design process. The project consists of the reconstruction of an existing roadway segment along the Miami River to produce a scenic, landscaped, pedestrianlbicycie walkway /greenway. SW 32611 Street from SW 152nd Avenue to SW 13711 Avenue, Miami -Dade County, Florida — Miami -Dade County Public Works He assisted with the roadway plans preparation. The scope of the project included master planning and feasibility analysis for the new roadway. l Jgg I I RFO No. 14-07-021 Page 13.43