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Design Meets Reality Steve Allen Director Strategic Transportation - PowerPoint PPT Presentation

Design Meets Reality Steve Allen Director Strategic Transportation Investments Division Zane Pannell Transportation Project Specialist Strategic Transportation Investments Division Agenda Design Element Considerations Post Construction


  1. Design Meets Reality Steve Allen Director Strategic Transportation Investments Division Zane Pannell Transportation Project Specialist Strategic Transportation Investments Division

  2. Agenda • Design Element Considerations • Post Construction Issues • Crash Statistics • Proposed Concept • Lessons Learned

  3. Location

  4. Alignment SB NB S.R. 109

  5. 13 Controlling Elements of Design 1. Design speed 8. Grade 2. Lane width 9. Stopping sight distance 3. Shoulder width 10. Cross slope 4. Bridge width 11. Vertical clearance 5. Horizontal 12. Lateral offset to alignment obstruction 6. Superelevation 13. Structural capacity 7. Vertical alignment

  6. 13 Controlling Elements of Design 1. Design speed 8. Grade 2. Lane width 9. Stopping sight distance 3. Shoulder width 10. Cross slope 4. Bridge width 11. Vertical clearance 5. Horizontal 12. Lateral offset to alignment obstruction 6. Superelevation 13. Structural capacity 7. Vertical alignment

  7. Design Speed • Construction Let: April 2005 • Construction Completed: Summer 2013 • Principal Arterial • Rolling Terrain Traffic Data ADT (2003) 8,550 RDO1 ‐ TS ‐ 3A ADT (2023) 16,850 Directional Distribution 55% ‐ 45% Truck (ADT) 9% Truck (DHV) 6% V (Rural) 60 MPH

  8. 13 Controlling Elements of Design 1. Design speed 8. Grade 2. Lane width 9. Stopping sight distance 3. Shoulder width 10. Cross slope 4. Bridge width 11. Vertical clearance 5. Horizontal 12. Lateral offset to alignment obstruction 6. Superelevation 13. Structural capacity 7. Vertical alignment

  9. Lane Width and Shoulder Width RDO1 ‐ TS ‐ 3A 48’ 4’ 24’ 10’

  10. 13 Controlling Elements of Design 1. Design speed 8. Grade 2. Lane width 9. Stopping sight distance 3. Shoulder width 10. Cross slope 4. Bridge width 11. Vertical clearance 5. Horizontal 12. Lateral offset to alignment obstruction 6. Superelevation 13. Structural capacity 7. Vertical alignment

  11. Horizontal Alignment and Superelevation 2,440’ 1,146’ RDO1 ‐ SE ‐ 3

  12. 13 Controlling Elements of Design 1. Design speed 8. Grade 2. Lane width 9. Stopping sight distance 3. Shoulder width 10. Cross slope 4. Bridge width 11. Vertical clearance 5. Horizontal 12. Lateral offset to alignment obstruction 6. Superelevation 13. Structural capacity 7. Vertical alignment

  13. Grade RDO1 ‐ TS ‐ 3A

  14. 13 Controlling Elements of Design 1. Design speed 8. Grade 2. Lane width 9. Stopping sight distance 3. Shoulder width 10. Cross slope 4. Bridge width 11. Vertical clearance 5. Horizontal 12. Lateral offset to alignment obstruction 6. Superelevation 13. Structural capacity 7. Vertical alignment

  15. Stopping Sight Distance RDO1 ‐ TS ‐ 3A 2,449’ 2,449’>570’

  16. Other Design Elements • Intersection sight distance • Offset turn lane • Turn lane storage

  17. Other Design Elements • Intersection sight distance • Offset turn lane • Turn lane storage

  18. Intersection Sight Distance RDO1 ‐ SD ‐ 5 Intermediate Semi ‐ Trailers Single Unit Truck 2,451’ 2,451’>750’ 2,451>1,330’

  19. Other Design Elements • Intersection sight distance • Offset turn lane • Turn lane storage

  20. Offset Turn Lane Design 48’ 96’ TDOT Roadway Design Section 2 Preliminary Design

  21. Other Design Elements • Intersection sight distance • Offset turn lane • Turn lane storage

  22. Turn Lane Storage Design TDOT Roadway Design Section 2 Preliminary Design 125’ 125’

  23. So, What’s the Problem

  24. Direction of Fatal Crash

  25. Total Crashes Construction Completed

  26. Injury Severity Construction Completed

  27. Clearance Time V i = 0 mph V f = 22 mph S = 125 ft V= 70 mph a = ? t = 7.83 sec a = V f 2 ‐ V i 2 /2S s = ? a = 4.12ft/s 2 s = V*t s = 804 ft V= 60 mph t = 7.83 sec s = 125 ft s = ? t = 7.83 sec s = V*t s = 689 ft V i = 0 mph V f = 22 mph a = 4.12ft/s 2 t = ? t= V f ‐ V i /a

  28. Existing Conflicts 32 Total Conflict Points

  29. Conceptual Design

  30. Conceptual Conflicts 14 Total Conflict Points

  31. Lessons Learned • Visualize design • Safety considerations • Future training • Check all appropriate design vehicles

  32. THANK YOU Quest?ons & Comments

  33. Contact Information Steve Allen, Director Strategic Transportation Investment Division Tel: (615) 741 ‐ 2208 E ‐ mail: Steve.Allen@Tn.Gov Zane H. Pannell , E.I., Trans. Project Specialist Strategic Transportation Investments Division Tel: (615) 253 ‐ 2781 Email: Zane.Pannell@Tn.Gov

  34. Conceptual Design

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