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Turbo Roundabout Usage in Lieu of Conventional Roundabouts for the Jordanian Traffic Conditions

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Abstract

The main objective of this study is to check the possibility of upgrading at-grade roundabouts to Turbo roundabouts considering the Jordanian driving conditions. It is also to check how such upgrade is going to affect performance measures of the studied areas including safety, capacity, queue length, delay, and level of service (LOS). Thus, three roundabouts were selected and analyzed using SIDRA software under off-peak, morning peak and evening peak traffic conditions to obtain the actual capacity, queue length, delay, and LOS values under the current design. Then two designs were applied for each roundabout according to Dutch design guideline manual using TORUS software by changing inner radius and opening width. The generated designs were analyzed using VISSIM software under the original traffic conditions, to evaluate the effect of introducing turbo roundabout system as a replacement to the conventional roundabout system. The results of this study indicate that turbo roundabouts offer higher capacities, less delays and better LOS compared to existing intersections. In addition, introducing turbo roundabouts might offer higher safety levels than conventional roundabouts; as conflict points were reduced from 32 on two-lane conventional roundabouts to only 12 on the proposed turbo roundabouts. Consequently, reconstruction of intersections was warranted.

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References

  1. Ahmad A, Rastogi R (2017) An approach to deal with heterogeneity on roundabouts. Int J Civil Eng 15(4):585–598

    Article  Google Scholar 

  2. Behera R, Kumar BA, Vanajakshi L (2017) Real time identification of inputs for a BATP system using data analytics. Int J Civil Eng 15(8):1173–1185

    Article  Google Scholar 

  3. Royal Haskoning DH (2009) Roundabouts-application and design. Ministry of Transport, Public Works and Water management, The Netherlands

    Google Scholar 

  4. Mauro R, Cattani M (2010) Potential accident rate of turbo-roundabouts. In: TRB 4th international symposium, Transportation Research Board

  5. Fortuijn L (2009) Turbo roundabouts: design principles and safety performance. Transp Res Rec J Transp Res Board 17(2096):16–24

    Article  Google Scholar 

  6. Vasconcelos L, Silva A, Seco Á, Fernandes P, Coelho M (2014) Turboroundabouts: multicriterion assessment of intersection capacity, safety, and emissions. Transp Res Rec J Transp Res Board 7(2402):28–37

    Article  Google Scholar 

  7. Giuffrè O, Grana A, Guerrieri M (2010) Turbo-roundabout general design criteria and functional principles: case studies from real world. In: TRB 4th international symposium on highway geometric design, Transportation Research Board

  8. Giuffrè O, Granà A, Marino S (2012) Comparing performances of turbo-roundabouts and double-lane roundabouts. Mod Appl Sci 6(10):70

    Article  Google Scholar 

  9. Bulla LA, Castro W (2011) Analysis and comparison between two-lane roundabouts and turbo roundabouts: based on a road safety audit methodology and microsimulation—a case study in urban area. In: 3rd international conference on road safety and simulation, Purdue University, Transportation Research Board

  10. Yperman I, Immers B (2003) Capacity of a turbo roundabout determined by microsimulation. In: Proceedings of the 10th world congress on ITS, Madrid, Spain

  11. Engelsman JC, Uken M (2007) Turbo roundabouts as an alternative to two lane roundabouts. In: SATC

  12. Gredoska N, Bombol K, Nechoska DK (2016) An evaluation of turbo roundabouts performances: case study of the city of Ohrid. Int J Traffic Transp Eng 6(2)

    Article  Google Scholar 

  13. Fortuijn LG (2007) Turbo-Kreisverkehre-Entwicklungen und Erfahrungen. In: Seminar Aktuelle Theme der Strassenplanung, January, Bergisch Gladbach

  14. Chan S, Livingston R (2014) Design vehicle’s influence to the geometric design of turbo-roundabouts. In: Proceedings of 4th international conference on roundabouts, Transportation Research Board

  15. Pannela SK, Bhuyan PK (2017) Modified INAFOGA method for critical gap estimation at u-turn median openings. Int J Civil Eng 15(7):967–977

    Article  Google Scholar 

  16. Silva AB, Vasconcelos L, Santos S (2014) Moving from conventional roundabouts to turbo-roundabouts. Procedia Soc Behav Sci 111:137–146

    Article  Google Scholar 

Download references

Acknowledgements

We would like to express our gratitude to both Transoft solutions and PTV VISSIM software companies for supporting this research with free versions of the design and simulation programs. Their efforts in the research field are highly appreciated and widely recognized.

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Correspondence to Mohammad Ali Khasawneh.

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Khasawneh, M.A., Alsaleh, N.M. Turbo Roundabout Usage in Lieu of Conventional Roundabouts for the Jordanian Traffic Conditions. Int J Civ Eng 16, 1725–1738 (2018). https://doi.org/10.1007/s40999-018-0330-z

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  • DOI: https://doi.org/10.1007/s40999-018-0330-z

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