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CAPACITY ASSESSMENT OF CONTROLLED INTERSECTIONS WITH U-TURN

Vladislav Křivda

First published: 2019-06-20https://doi.org/10.5593/sgem2019/6.2/s27.051View metrics

Abstract

The problem of intersection capacity is a constantly discussed topic in the field of traffic engineering. Uncontrolled intersections have the lowest capacity, roundabouts and controlled intersections follow, and grade-separated interchanges have the highest capacity. However, in many cases, a grade-separated interchange cannot be built (mainly for spatial or financial reasons). In these cases, it is necessary to look for solutions to increase the capacity of other types of intersections. The paper deals with capacity assessment of controlled intersections with traffic lights and with U-turn maneuver. The U-turn is a maneuver of a 180° rotation to reverse the direction of travel. The name of this maneuver is derived from the letter U because this maneuver looks like it. The U-turn maneuver is also possible on divided roads (by special U-turn ramps), but this paper does not deal with it. In some countries, the U-turn is illegal (especially for the intersections with traffic lights). An example of such a country is for example the Czech Republic. On the other hand, some countries are allowed this maneuver (for example Poland). The paper compares the results of capacity assessment of intersections with and without U-turn maneuver for Czech conditions. There are used the qualitative methods based on Germany methodology HBS. These methods are based on the traffic volumes on entries and they deal with numbers of traffic lanes, time spaces, average delay times and level of service for entries

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Publication details

Title
CAPACITY ASSESSMENT OF CONTROLLED INTERSECTIONS WITH U-TURN
Authors
Vladislav Křivda
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 19th International Multidisciplinary Scientific GeoConference SGEM2019, Nano, Bio, Green and Space: Technologies for Sustainable Future
Publisher
STEF92 Technology
Year
2019
Pages
403-410
SWS Citekey
Krivda201927403410
ISSN
1314-2704
ISBN
978-619-7408-89-8
Language
en
Publication type
Conference Paper
Keywords
References10
  1. Meel I.P., Vesper A., Borsos A., Koren C. Evaluation of the Effects of Auxiliary Lanes on Road Traffic Safety at Douwnstream of U-turns. Transportation Research Procedia. Elsevier B.V. Volume 25, 2017, Pages 1936-1950. ISSN 23521457. Conference Paper, In World Conference on Transport Research - WCTR 2016 Shanghai, 10-15 July 2016. DOI: 10.1016/j.trpro.2017.05.186

  2. CSN 73 6102 (ed. 2) Design of Intersections on Highways. Czech Office for Standards, Metrology and Testing, Czech Republic, 2012 [in Czech].

  3. Meel I.P., Brannolte U., Satirasetthavee D., Kanitpong K. Safety Impact of Application of Auxiliary Lanes at Downstream Locations of Thai U-Turns. IATSS Research. International Association of Traffic and Safety Sciences. Elsevier B.V. Volume 41, Issue 1, April 2017, Pages 1-11. ISSN 03861112. DOI: 10.1016/j.iatssr.2016.06.002

  4. Krivda V., Petru J., Proposal of Capacity Calculation of Roundabout Departure with Cycle Traffic in Conditions of the Czech Republic. 17th International Multidisciplinary Scientific GeoConference, SGEM 2017: Geoinformatics, Albena, Bulgaria, Vol. 17, Iss. 62, 2017, pp 721-728. DOI: 10.5593/sgem2017/62/S27.092.

  5. Act no. 361/2000 about road traffic (Highway Code) [in Czech].

  6. Capacity Assessment of Intersections and Roads – TP 188 (technical conditions), 2018 [in Czech].

  7. Design of Traffic Lights for Road Traffic– TP 81 (technical conditions), 2015 [in Czech].

  8. HCM2010 – Highway Capacity Manual, Washington, D.C.: Transportation Research Board, 2010, ISBN 978-0-309-16077-3.

  9. HBS Handbuch für die Bemessung von Straßenverkehrsanlagen (in German), Köln: FGSV Verlag, 2005, ISBN 3-937356-44-4.

  10. TRALYS – Transport Analysis [on-line]. Internet Applications for Traffic Engineering Calculations. http://tralys.cz/ [in Czech].

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