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US 27 at SR 60 Interchange Polk County 1 2 Project Overview - PowerPoint PPT Presentation

US 27 at SR 60 Interchange Polk County 1 2 Project Overview Single Point Urban US 27 Limits: Interchange Lake Altamaha to CSX Railroad crossing north of Central Ave. SR 60 Limits: Central Ave. to Martin Luther King Blvd.


  1. US 27 at SR 60 Interchange Polk County 1

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  3. Project Overview Single Point Urban • US 27 Limits: Interchange Lake Altamaha to CSX Railroad crossing north of Central Ave. • SR 60 Limits: Central Ave. to Martin Luther King Blvd. • Central Ave. Limits: Approx. 800-FT west of US 27 to Miami St. • US 27 / SR 60 Interchange: Replace existing bridges with a single wider and longer bridge Reconfigure the interchange to a Single Point Urban Interchange (SPUI) 3

  4. Proposed SPUI Interchange 4

  5. Advantages of a Single Point Urban Interchange • Increases sight distance under the bridge due to no median bridge pier on US 27-improves safety by increasing sight distance Single Point Urban • Increases the volume of vehicles traveling through Interchange the intersection within a single traffic signal phase • Increase intersection efficiency by reducing signal phases from four phase to three phases • Accommodates larger left turn radii for larger design vehicles • Eliminates the long loop ramps and distanced traveled by the traveling public • Increased turn lane queue 5 storage

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  9. Right-of-Way Acquired 9 Right-of-Way Acquired

  10. Noise Barrier Location SHARP ST Construct Noise Barrier S MIAMI ST LIME AVE 10

  11. Noise Barrier Description • Barrier Height – 16 Feet • 585 Feet in Length • Placed 5 Feet Inside FDOT Right- of-Way • Color – Light Beige • Texture – Ashlar Stone Panels With Smooth Posts 11

  12. 45 57 12

  13. Construction Detours Detour Plan for Project • Detours will only be used during night-time work (11 PM – 5 AM) • Most detours will be associated with single night operations • Detours at Central Ave will be more frequent to construct concrete pavement 13

  14. Construction Detour Detour Plan for Frontage Road & SR 60 Closure • SR 60 Eastbound - W. Central Ave. (EB) - US 27 (SB) - SR 60 (EB) • SR 60 Westbound (Reverse movements as Eastbound detour) • Frontage Rd Eastbound - Mulberry St. (SB) - Oak Ave (EB) Oak Ave - US 27 (SB) Work Zone - US 27 (NB) utilizes median U-turn Mulberry St • Frontage Rd Westbound - SR 60 (WB) - W. Central Ave. (EB) - US 27 (NB or SB) 14

  15. Construction Detour Detour Plan for US 27 Closure • S 1 st St US 27 Southbound - W. Central Ave. (WB) - SR 60 (EB) - US 27 (SB) • US 27 Northbound - SR 60 (EB) S. 1 st St. (NB) - - W. Central Ave. (WB) - US 27 (SB) Work Zone 15

  16. Construction Detour Detour Plan for US 27 Closure South of SR 60 • US 27 Southbound S 1 st St - SR 60 (EB) S. 1 st St. (SB) - - Winston Ave. (EB) - SR 17 (SB) Work Zone - Hunt Brothers Rd. (WB) - US 27 (SB) Winston Ave • US 27 Northbound - Reverse movements as Southbound detour • US 27 Northbound (between SR 60 & Hunt Brothers Rd.) - US 27 (NB) utilizes median U-turn to Hunt Brothers Rd. 16

  17. Construction Detour (Commercial Vehicle) Detour Plan for US 27 Closure Mountain Lake • US 27 Southbound Cutoff Rd - Mountain Lake Cutoff Rd. (EB) - SR 17 (SB) - Hunt Brothers Rd. (WB) - US 27 (SB) • US 27 Northbound - Reverse movements as Southbound detour Work Zone Hunt Brothers Rd 17

  18. Frontage road area Gibson Ave. & S. Sharp St. 18

  19. Gibson Avenue and South Sharp Street will be closed and rerouted. 19

  20. Frontage Road along SR 60 to aid the access management to local businesses 20

  21. Design – Complete Right-of-Way Acquisition – Complete Start of Construction – September 2020 Construction Completion – Early 2025 21

  22. Project Contacts: Corine Burgess, Community Outreach Manager corine.burgess@dot.state.fl.us (863) 225-0422 Benjamin Harris, Project Administrator bharris@eismanrusso.com (863) 286-5838 Daniel W. Foss, P.E., Senior Project Engineer dfoss@eismanrusso.com (813) 205-6135 22

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