Technical Papers
Nov 24, 2022

Intersection Sight Distance Requirements for Basic Turbo Roundabouts

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 149, Issue 2

Abstract

Turbo roundabouts, emerging as a solution to conventional multilane roundabouts’ safety and operations concerns, are prevalent in Europe and are still new to North America. However, few studies and guidelines on intersection sight distance (ISD) requirements exist. This paper focuses on the basic turbo roundabouts, examines the circulatory roadway and approach design features, and develops ISD models with North American practices. The ISD requirements were identified for the vehicle approaching and entering the roundabout, which conflicts with the circulating vehicle in the circulatory roadways, and the entering vehicle at the upstream entry approach. Analytical models were developed to identify the required lateral clearance at the central island and clear sight triangles at the roundabout quadrants to satisfy the required ISD. The analyses were completed for four typical sizes of basic turbo roundabouts per Dutch design criteria. The design guidelines are provided for the required lateral clearance at the central island and the required clear sight triangles at the roundabout quadrants. They would be beneficial in establishing landscaping restrictions and determining the roadway right of way and property impacts at the intersections during the roadway planning stage.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors are grateful to the anonymous reviewers for their thorough and most helpful comments. This research was financially supported by a Discovery Grant from the Natural Sciences and Engineering Council of Canada.

References

AASHTO. 2018. A policy on geometric design of highways and streets. Washington, DC: AASHTO.
Balado, J., L. Díaz-Vilariño, P. Arias, and A. Novo. 2019. “A safety analysis of roundabouts and turbo roundabouts based on Petri nets.” Traffic Inj. Prev. 20 (4): 400–405. https://doi.org/10.1080/15389588.2019.1594208.
Chiu, L., L. Zhixia, A. Bill, and D. Noyce. 2015. “Roundabout performance functions of Wisconsin and Comparison with national models.” In Proc., 94th Annual Meeting of the Transportation Research Board. Washington, DC: Transportation Research Board.
Chodur, J., and R. Bąk. 2016. “Study of driver behaviour at turbo-roundabouts.” Arch. Transp. 38 (2): 17–28. https://doi.org/10.5604/08669546.1218790.
Džambas, T., S. Ahac, and V. Dragčević. 2017. “Geometric design of turbo roundabouts.” Teh. Vjesn. 24 (1): 309–318. https://doi.org/10.17559/TV-20151012162141.
Easa, S. M. 2017. “Design guidelines for symmetrical single-lane roundabouts based on intersection sight distance.” J. Transp. Eng. Part A: Syst. 143 (10): 04017052. https://doi.org/10.1061/JTEPBS.0000081.
Easa, S. M. 2019. “Modeling of unsymmetrical single-lane roundabouts based on stopping sight distance.” KSCE J. Civ. Eng. 23 (2): 800–809. https://doi.org/10.1007/s12205-018-0344-8.
Easa, S. M., Y. Ma, S. Liu, Y. Yang, and S. Arkatkar. 2020. “Reliability analysis of intersection sight distance at roundabouts.” Infrastructures 5 (8): 67. https://doi.org/10.3390/infrastructures5080067.
Elhassy, Z., H. Abou-Senna, K. Shaaban, and E. Radwan. 2020. “The implications of converting a high-volume multi-lane roundabout into a turbo roundabout.” J. Adv. Transp. 2020 (Jan): 10. https://doi.org/10.1155/2020/5472806.
Engelsman, J. C., and M. Uken. 2007. “Turbo roundabouts as an alternative to two-lane roundabouts.” In Proc., SATC 2007 26th Annual Southern African Transport Conf.: The Challenges of Implementing Policy, 581–589. Pretoria, South Africa: Document Transformation Technologies.
Eva, P., and K. Andrea. 2017. “Case study: Capacity characteristics comparison of single-lane roundabout and turbo-roundabouts.” Procedia Eng. 192 (May): 701–706. https://doi.org/10.1016/j.proeng.2017.06.121.
Fortuijn, L. G. H. 2009a. “Turbo roundabouts: Design principles and safety performance.” Transp. Res. Rec. 2096 (1): 16–24. https://doi.org/10.3141/2096-03.
Fortuijn, L. G. H. 2009b. “Turbo roundabouts: Estimation of capacity.” Transp. Res. Rec. 2130 (1): 83–92. https://doi.org/10.3141/2130-11.
Gallelli, V., T. Iuele, and R. Vaiana. 2016. “Conversion of a semi-two lanes roundabout into a turbo-roundabout: A performance comparison.” Procedia Comput. Sci. 83 (Jan): 393–400. https://doi.org/10.1016/j.procs.2016.04.201.
Gallelli, V., and R. Vaiana. 2019. “Safety improvements by converting a standard roundabout with unbalanced flow distribution into an egg turbo roundabout: Simulation approach to a case study.” Sustainability 11 (2): 466. https://doi.org/10.3390/su11020466.
Giuffrè, O., A. Granà, and S. Marino. 2012. “Comparing performances of turbo-roundabouts and double-lane roundabouts.” Mod. Appl. Sci. 6 (10): 70–79. https://doi.org/10.5539/mas.v6n10p70.
Gross, F., C. Lyon, B. Persaud, and R. Srinivasan. 2013. “Safety effectiveness of converting signalized intersections to roundabouts.” Accid. Anal. Prev. 50 (4): 234–241. https://doi.org/10.1016/j.aap.2012.04.012.
Macioszek, E. 2015. “The road safety at turbo roundabouts in Poland.” Arch. Transp. 33 (1): 57–67. https://doi.org/10.5604/08669546.1160927.
Mauro, R., and F. Branco. 2010. “Comparative analysis of compact multi-lane roundabouts and turbo-roundabouts.” J. Transp. Eng. 136 (4): 316–322. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000106.
Mauro, R., M. Cattani, and M. Guerrieri. 2015. “Evaluation of the safety performance of turbo roundabouts by means of a potential accident rate model.” Balt. J. Road Bridge Eng. 10 (1): 28–38. https://doi.org/10.3846/bjrbe.2015.04.
Montella, A. 2011. “Identifying crash contributory factors at urban roundabouts and using association rules to explore their relationship to different crash types.” Accid. Anal. Prev. 43 (4): 1451–1463. https://doi.org/10.1016/j.aap.2011.02.023.
Murphy, T. 2015. “The turbo roundabout a first in North America.” In Proc., Annual Conf. of the Transportation Association of Canada. Charlottetown, Canada: Transportation Association of Canada.
Overkamp, D. P., and W. van der Wijk. 2009. “Roundabouts—Application and design.” In A practical manual. Netherlands: Royal Haskoning DHV.
Persaud, B. N., R. A. Retting, P. E. Garder, and D. Lord. 2001. “Safety effect of roundabout conversions in the United States: Empirical Bayes observational before-after study.” Transp. Res. Rec. 1751 (1): 1–8. https://doi.org/10.3141/1751-01.
Porter, R., J. Gooch, K. Peach, C. Chestnutt, B. Moore, P. Broeren, and J. Tigelaar. 2019. “Advancing turbo roundabouts in the United States: Synthesis report.” Accessed September 1, 2021. https://safety.fhwa.dot.gov/intersection/roundabouts/fhwasa19027.pdf.
QDMR (Queensland Department of Main Roads). 1998. “Relationships between roundabout geometry and accident rates.” In Infrastructure design of the technology division of QDMR. Brisbane, QLD, Australia: QDMR.
Qin, X., A. Bill, M. Chitturi, and D. Noyce. 2013. “Evaluation of roundabout safety.” In Proc., 92nd Annual Meeting of the Transportation Research Board. Washington, DC: Transportation Research Board.
Rodegerdts, L. A., et al. 2007. Applying roundabouts in the United States. Washington, DC: Transportation Research Board.
Rodegerdts, L. A., et al. 2010. Roundabouts: An informational guide. Washington, DC: Transportation Research Board.
Salwan, A., S. M. Easa, N. Raju, and S. Arkatkar. 2020. “Intersection sight distance characteristics of turbo roundabouts.” Designs 5 (1): 16. https://doi.org/10.3390/designs5010016.
Silva, A., and A. Seco. 2005. “Trajectory deflection influence on the performance of roundabouts.” In Proc., European Transport Conf. Strasbourg, France: Association for European Transport.
Silva, A. B., S. Santos, and M. Gaspar. 2013. “Turbo roundabouts use and design.” In Proc., CITTA 6th Annual Conf. on Planning and Research. Coimbra, Portugal: Univ. of Coimbra.
Transoft Solutions. 2021. “What is a turbo-roundabout?” Accessed September 1, 2021. http://www.turboroundabout.com/turbo-roundabout.html.
You, Q. C., and S. M. Easa. 2016. “Innovative roadside design curve of lateral clearance: Roadway simple horizontal curves.” J. Transp. Eng. Part A: Syst. 142 (11): 04016055. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000889.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 149Issue 2February 2023

History

Received: Dec 30, 2021
Accepted: Sep 23, 2022
Published online: Nov 24, 2022
Published in print: Feb 1, 2023
Discussion open until: Apr 24, 2023

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Said M. Easa, M.ASCE [email protected]
Professor, Dept. of Civil Engineering, Ryerson Univ., Toronto, ON, Canada M5B 2K3. Email: [email protected]
Qing Chong You [email protected]
Project Manager, WSP Canada Inc., 100 Commerce Valley Dr. West, 4th Floor, Thornhill, ON, Canada L3T 0A1 (corresponding author). Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share