Case Studies
Mar 7, 2016

Design of Turbo Roundabouts Based on the Rules of Vehicle Movement Geometry

Publication: Journal of Transportation Engineering
Volume 142, Issue 7

Abstract

This paper describes a turbo roundabout design procedure based on the rules of design vehicle movement geometry. Previous studies carried out on various junction types have shown that this design approach ensures the usage of optimal roundabout element dimensions as well as safety and comfort during driving. A five-step design procedure is suggested, including a detailed description of relevant influential parameters. They are choosing a design vehicle, implementing the initial roundabout scheme on which the vehicle swept path is analyzed, choosing a method of assigning input parameters for swept path requirements testing procedure, choosing optimal design elements of a standard turbo roundabout, and fastest path vehicle speed analysis.

Get full access to this article

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

References

Ahac, S. (2014). “Design of suburban roundabouts based on the rules of vehicle movement geometry [Oblikovanje izvangradskih kružnih raskrižja na načelima geometrije kretanja vozila].” Ph.D. thesis, Faculty of Civil Engineering of Univ. of Zagreb, Zagreb, Croatia (in Croatian).
Aurell, J., and Wadman, T. (2007). “Vehicle combinations based on the modular concept.”, Volvo Trucks, Göteborg, Sweden.
AutoCAD [Computer software]. Autodesk, San Rafael, CA.
Autodesk Vehicle Tracking [Computer software]. Transoft Solutions, BC, Canada.
BASt (German Highway Research Institute). (2008). “Effects of new vehicle concepts [Auswirkungen von neuen Fahrzeugkonzepten].” BASt VI, Bergisch Gladbach, Germany (in German).
Bastos Silva, A., Santos, S., and Gaspar, M. (2013). “Turbo-roundabout use and design.” 〈http://www.dec.uc.pt/∼abastos/Outputs/congressos%20nacional/Citta2013_turbo.pdf〉 (May 10, 2015).
Bastos Silva, A., Vasconcelos, L., and Santos, S. (2014). “Moving from conventional roundabouts to turbo-roundabouts.” 〈http://www.sciencedirect.com/science/article/pii/S1877042814000470〉 (Jun. 10, 2015).
Chan, S., and Livingston, R. (2014). “Design vehicle’s influence to the geometric design of turbo-roundabouts.” 〈http://teachamerica.com/RAB14/RAB14papers/RAB14ppr147_Chan.pdf〉 (Apr. 16, 2015).
Corriere, F., and Guerrieri, M. (2012). “Performance analysis of basic turbo-roundabouts in urban context.” 〈www.sciencedirect.com〉 (Jun. 14, 2015).
CROW (Dutch Technology Platform for Transport, Infrastructure and Public Space). (1998). “Uniformity in roundabouts [Eenheid in rotondes].”, Ede, Netherlands (in Dutch).
CROW (Dutch Technology Platform for Transport, Infrastructure and Public Space). (2008). “Turborotondes [Turbo roundabouts].”, Netherlands (in Dutch).
Dabbour, E., and Easa, S. (2008). “Evaluation of safety and operational impacts of bicycle bypass lanes at modern roundabouts.” Can. J. Civ. Eng., 35(10), 1025–1032.
Dirk de Baan. (2015). “Number of constructed turbo roundabouts [Aantal ‘gespotte’ turborotondes].” 〈http://www.dirkdebaan.nl/locaties.html〉 (Nov. 10, 2015).
Engelsman, J. C., and Uken, M. (2007). “Turbo roundabouts as an alternative to two lane roundabouts.” Proc., 26th Southern African Transport Conf. (SATC 2007): Selected Papers, G. Underwood, ed., Document Transformation Technologies, Pretoria, South Africa, 581–589.
European Automobile Manufacturers Association. (2014). “Statistics: Trends in new car registrations.” 〈http://www.acea.be/statistics〉 (Jan. 15, 2014).
European Committee Directive. (2002). “Directive 2002/7/EC of the European Parliament and of the Council of 18 February 2002 amending Council Directive 96/53/EC laying down for certain road vehicles circulating within the community the maximum authorised weights in international traffic and the maximum authorised weights in international traffic.”, Brussels, Belgium.
FGSV (Research Association for Roads and Transportation). (2001a). “Design vehicles and their swept paths for road swept path analysis [Bemessungsfahrzeuge und Schleppkurven zur Überprüfung der Befahrbarkeit von Verkehrsflächen].”, Köln, Germany (in German).
FGSV (Research Association for Roads and Transportation). (2001b). “Junctions: Part 1 [Knotenpunkte, Abschnitt 1].”, Köln, Germany (in German).
FGSV (Research Association for Roads and Transportation). (2006). “Guidelines on roundabout design [Merkblatt fur die Anlage von Kreisverkehren].”, Köln, Germany (in German).
Fortuijn, L. G. H. (2003). “Pedestrian and bicycle-friendly roundabouts: Dilemma of comfort and safety.” 〈http://www.mnt.ee/failid/SlowTrRoundb.pdf〉 (Nov. 11, 2015).
Fortuijn, L. G. H. (2009). “Turbo roundabouts: Design principles and safety performance.” Transp. Res. Rec., 2096, 16–24.
Fortuijn, L. G. H. (2012). “Turboroundabouts: Design, capacity and safety [turborotonde en turboplein: ontwerp, capaciteit en veiligheid].” Ph.D. thesis, TRAIL Research School, Delft, Netherlands (in Dutch).
FSV (Austrian Research Association for Roads and Transportation). (2001). “Road design: Horizontal and vertical alignment [Trassierung: Raümliche Linienführung].”, Wien, Austria (in German).
Giuffrè, O., Granà, A., and Marino, S. (2012). “Comparing performances of turbo-roundabouts and double-lane roundabouts.” Modern Appl. Sci., 6(10), 70–79.
Harwood, D. H., Mason, J. M., Glauz, W. D., Kulakowski, B. T., and Fitzpatrick, K. (1990). “Truck characteristics for use in highway design and operation.”, Kansas City, MO.
HC. (2014a). “Guidelines for design of roundabouts with spiral circulatory roadway on state roads [Smjernice za projektiranje kružnih raskrižja sa spiralnim tokom kružnog kolnika na državnim cestama].” Croatian Authority for Roads, Zagreb, Croatia (in Croatian).
HC. (2014b). “Guidelines for roundabout design on state roads [Smjernice za projektiranje kružnih raskrižja na državnim cestama].” Croatian Authority for Roads, Croatia (in Croatian).
Mauro, R., and Branco, F. (2010). “Comparative analysis of compact multilane roundabouts and turbo-roundabouts.” J. Transp. Eng., 316–322.
Mauro, R., and Cattani, M. (2010). “Potential accident rate of turbo-roundabouts.” 〈http://www.4ishgd.valencia.upv.es/index_archivos/25.pdf〉 (May 20, 2015).
Mauro, R., Cattani, M., and Guerrieri, M. (2015). “Evaluation of the safety performance of turbo roundabouts by means of a potential accident rate model.” Baltic J. Rd. Bridge Eng., 10(1), 28–38.
Maycock, G., and Hall, R. D. (1984). “Accidents at 4-arm roundabouts.”, Transport and Road Research Laboratory, Wokingham, Berkshire, U.K.
NCHRP (National Cooperative Highway Research Program). (2010). “Roundabouts: An informational guide.”, Transportation Research Board, Washington, DC.
Omazić, I., Dimter, S., and Barišić, I. (2010). “Roundabouts—Modern way of dealing with city traffic [Kružna raskrižja—suvremeni način rješavanja prometa u gradovima].” e-gfos, 1(1), 54–66 (in Croatian).
Persaud, B. N., Retting, R., Garder, P., and Lord, D. (2014). “Safety effect of roundabout conversions in the united states: Empirical bayes observational before-after study.” Transp. Res. Rec., 1751(1), 1–8.
Pilko, H., Brčić, D., and Šubić, N. (2014). “Study of vehicle speed in the design of roundabouts [Istraživanje brzine kretanja vozila pri projektiranju kružnih raskrižja].” Građevinar, 66(5), 407–416.
Rouphail, N., Hughes, R., and Chae, K. (2005). “Explanatory simulation of pedestrian crossing at roundabouts.” J. Transp. Eng., 211–218.
SNTRI (Swedish National Road and Transport Research Institute). (2000). “What roundabout design provides the highest possible safety.” Linköping, Sweden.
Stančerić, I. (2011). “Theoretical approach of design of four-leg at-grade intersections based on rules of vehicle movement geometry [Teorijske postavke oblikovanja četverokrakih čvorišta u razini na načelima geometrije kretanja vozila].” Ph.D. thesis, Faculty of Civil Engineering, Univ. of Zagreb, Zagreb, Croatia (in Croatian).
Ticali, D., and Corriere, F. (2012). “Turbo roundabouts: geometric design parameters and performance analysis.” GSTF J. Comput., 2(1), 227–232.
Tollazzi, T., and Renčelj, M. (2014). “Comparative analysis of the two new alternative types of roundabouts—Turbo and flower roundabout.” Baltic J. Rd. Bridge Eng., 9(3), 164–170.
Tollazzi, T., Renčelj, M., and Turnšek, S. (2011). “New type of roundabout: Roundabout with depressed lanes for right turning—Flower roundabout.” Promet Traffic Transp., 23(5), 353–358.
Tollazzi, T., Tesoriere, G., and Campisi, T. (2015). “Environmental, functional and economic criteria for comparing “target roundabouts” with one- or two-level roundabout intersections.” Transp. Res. Part D Transp. Environ., 34, 330–344.
Upper Austria Authority for Roads. (2007). “Standards for roundabouts on suburban roads [Standards für Kreisverkehre an oö. Landesstrassen].” Linz, Austria (in German).
VSS (Vereinigung Schweizerischer Strassenfachleute). (1999). “Curves [Kurven].”, Zürich, Switzerland (in Swiss).

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 142Issue 7July 2016

History

Received: Jul 10, 2015
Accepted: Jan 5, 2016
Published online: Mar 7, 2016
Published in print: Jul 1, 2016
Discussion open until: Aug 7, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Tamara Džambas [email protected]
Assistant, Dept. of Transportation, Faculty of Civil Engineering, Univ. of Zagreb, Kaciceva 26, 10000 Zagreb, Croatia (corresponding author). E-mail: [email protected]
Saša Ahac, Ph.D. [email protected]
Assistant Professor, Dept. of Transportation, Faculty of Civil Engineering, Univ. of Zagreb, Kaciceva 26, 10000 Zagreb, Croatia. E-mail: [email protected]
Vesna Dragčević, Ph.D. [email protected]
Full Professor, Dept. of Transportation, Faculty of Civil Engineering, Univ. of Zagreb, Kaciceva 26, 10000 Zagreb, Croatia. E-mail: [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.

Cited by

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