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Indirect Left Turns Study Indirect Left Turns Study Indirect Left Turns Study Indirect Left Turns Study Indirect Left Turns Study Indirect Left Turns Study Indirect Left Turns Study Indirect Left Turns Study Study Advisory Committee Transp.

  1. Indirect Left Turns Study Indirect Left Turns Study Indirect Left Turns Study Indirect Left Turns Study

  2. Indirect Left Turns Study Indirect Left Turns Study

  3. Indirect Left Turns Study Indirect Left Turns Study

  4. Study Advisory Committee Transp. Planning Tech. Ad. Committee • FDOT • MD Public Works • MD Planning • MD Transit • MD Aviation • MD DERM • MD Seaport • MDX Transp. Planning Council Transportation Agencies and Municipalities (incl. City of Miami) Indirect Left Turns Study Indirect Left Turns Study

  5. Alternative Treatments • LT via 3 RT • Jughandle • Quadrant Roadw ay Intersection • Median U-Turn Crossover • Super-Street Media Crossover • Continuous Flow Intersection • Parallel Flow Intersection Indirect Left Turns Study Indirect Left Turns Study

  6. Indirect Left Turns Study Indirect Left Turns Study

  7. Countyw ide Intersection Screening Criteria • LRTP Planning Area • Traffic LOS/Volumes • Number of LT Signal Phases • LT Lane Length • Type of Route • Availability of Alternative Route Indirect Left Turns Study Indirect Left Turns Study

  8. Countyw ide Intersection Screening Additional Criteria • Suitability of Alt. Routes • County or FDOT Road • Constrained ROW • Planned Improvements • Residential Impacts • Transit LT Indirect Left Turns Study Indirect Left Turns Study

  9. SUNSET DR/SW 107 AVE SUNSET DR/SW 107 AVE SW 107 AVE SNAPPER CREEK DR SUNSET DR Indirect Left Turns Study Indirect Left Turns Study

  10. NW 27 AVE/ 20 ST/ NW N RIVER DR NW 27 AVE/ 20 ST/ NW N RIVER DR NW 26 AVE NW 25 AVE NW 29 AVE NW 21 TERR NW 27 AVE N W N R I NW 21 ST V E R D R NW 20 ST Indirect Left Turns Study Indirect Left Turns Study

  11. SUNSET DR/SW 107 AVE SUNSET DR/SW 107 AVE SW 107 AVE SNAPPER CREEK DR SUNSET DR Indirect Left Turns Study Indirect Left Turns Study

  12. Indirect Left Turns Study Evaluation of Alternatives Sunset Dr/SW 107 Ave Delay (sec/veh) AM Peak PM Peak Intersection Before After Recom. Change Before After Recom. Change Sunset Dr/SW 107 Ave 79 58 51 -28 109 70 50 -59 Sunset Dr/N Snapper Creek Dr 9 8 8 -1 21 123 72 51 SW 107 Ave/N Snapper Creek Dr 8 12 12 4 7 17 43 36 Network Total (Weighted) 42 31 28 -14 59 74 55 -4 -33% -7% Percent Change Indirect Left Turns Study Indirect Left Turns Study

  13. Indirect Left Turns Study Indirect Left Turns Study

  14. Indirect Left Turns Study Indirect Left Turns Study

  15. NW 27 AVE/ 20 ST/ NW N RIVER DR NW 27 AVE/ 20 ST/ NW N RIVER DR NW 27 AVE NW 25 AVE NW 29 AVE NW 21 TERR N RIVER DR NW 21 ST NW 20 ST Indirect Left Turns Study Indirect Left Turns Study

  16. Indirect Left Turns Study Evaluation of Alternatives NW 27 Ave/20 St/N. River Dr Delay (sec/veh) AM Peak PM Peak Intersection Before After Recom. Change Before After Recom. Change NW 27 Ave/N. River Dr 48 19 18 -30 147 100 95 -52 N. River Dr/21 St NA NA NA NA NA NA NA NA NW 27 Ave/21 St NA NA NA NA NA NA NA NA NW 20 St/25 Ave NA 7 7 NA 8 602 9 1 NW 27 Ave/21 Ter 263 1287 35 -228 370 1400 36 -334 N River Dr/21 Ter NA NA 6 NA NA NA 9 NA NW 21 Ter/29 Ave 3 1 1 -2 4 2 2 -2 NW 21 Ter/25 Ave 3 10 10 7 3 19 19 16 Network Total (Weighted) 62 251 14 -48 119 381 37 -82 -77% -69% Percent Change Indirect Left Turns Study Indirect Left Turns Study

  17. Indirect Left Turns Study Indirect Left Turns Study

  18. Indirect Left Turns Study Indirect Left Turns Study

  19. Agency Coordination (Schematic Level) • Miami-Dade Parks & Recreation • Miami-Dade Public Works • FDOT Scoping Committee Indirect Left Turns Study Indirect Left Turns Study

  20. Estimated Cost • SW 72 St/SW 107 Ave $130,000 – 200,000 • NW 27 Ave/NW 20 St/N. River Dr $1,010,000 – 1,180,000 Indirect Left Turns Study Indirect Left Turns Study

  21. Implementation • Lead Agency • Project Development • Funding • Design • Bidding/Construction Indirect Left Turns Study Indirect Left Turns Study

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