Roundabouts at Interchanges and High Speed Approaches

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1 Roundabouts at Interchanges and High Speed Approaches Jay VonAhsen, P.E. GHD, the home of Ourston Roundabout Engineering roundaboutresources.org TexITE Meeting Fort Worth, September 23,

2 Roundabout Interchange Ramp Terminal Types Types of Roundabout Terminals: Raindrop Columbus, NC 2

3 Roundabout Interchange Ramp Terminal Types Types of Roundabout Terminals: Raindrop Single-circle (two bridges) diamond interchange Newton, KS 3

4 Roundabout Interchange Ramp Terminal Types Types of Roundabout Terminals: Raindrop Single-circle (two bridges) diamond interchange Dual roundabouts -the most common choice for interchange locations British Columbia 4

5 Roundabout Interchange Ramp Terminals 5

6 Interchange Ramp Terminals Incorporating Service Roads 6 Vail, CO

7 Roundabout Interchange Ramp Terminals Oshkosh, WI 7

8 Roundabout Interchange Ramp Terminals New Waverly, TX 8

9 Roundabout Interchange Ramp Terminals Link to Video 9

10 Roundabout Interchange Ramp Terminals 10

11 Roundabout Interchange Ramp Terminals Fort Worth, TX 11

12 Roundabout Interchange Ramp Terminals Austin, TX Image Source: 12

13 Why Roundabout Interchange Ramp Terminals? 1. Reduce the TxDOT traffic signal maintenance burden - Rural communities under 50k population 2. Performance -Reduce peak & off-peak delay (air quality ) - Researched safety improvement (FHWA) - U-turns possible along divided corridors - Can eliminate sight distance issues - Lessen ramp queue length - Meter traffic to on-ramp merging to freeway 3. Constr cost savings - Bridge width/length reduced 13

14 Image Source: 0f/35/77/0f357715d25 af368ecf07c06ac481 08a.jpg 14

15 High Speed Approaches Dodgeville, WI 15 Elongated splitter islands, curbing, lighting, and advanced signing can greatly improve safety at high speed approaches by alerting drivers to a changed traffic condition ahead.

16 Approach Design The primary safety concern in high-speed context is clarity of the driving situation (i.e. comfortable deceleration) Provide the desirable stopping sight distance of the entry point based on approach operating speed. Align approach roadways and set vertical profiles to make the central island visible. Extend splitter islands upstream of the yield line to start of deceleration -a minimum length of 200 feet is recommended. 16

17 Speed Transition 50 mph 30mph 17

18 Offset Left Design Preferred for Rural Conditions 18 18

19 Offset Left Design for Multilane Approaches 19

20 Carefully Applied Curvature Designer: attend to Information Handling Zones 20 20

21 21

22 Use of Successive Curves on High Speed Approaches Photo source: WSDOT 22

23 Inflected Approach Curves 23

24 Superelevation = wrong message + no forward sight distance Where did the pavement surface go? 50mph 24

25 Which entry design serves the driver best? 25

26 Approach Perspective Note: Preserve forward sight - too much chicane can lead to SMV crashes 26

27 Questions? Jay VonAhsen, P.E. GHD, the home of Ourston Roundabout Engineering roundaboutresources.org TexITE Meeting Fort Worth, September 23,

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