Technical Papers
Nov 27, 2019

Effect of Autonomous Vehicles on Performance of Signalized Intersections

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 146, Issue 2

Abstract

In this study, changes in traffic flow characteristics were examined in a mixed system consisting of human drivers and autonomous vehicles. In the study, it is accepted that in the environment where the autonomous vehicles are presented, neither vehicle to vehicle communication (V2V) nor the environment and infrastructure communication of vehicles (V2I) exist. The behavioral characteristics of human drivers (reaction time, acceleration, and deceleration, etc.) are derived from data collected from field studies, while the characteristics of autonomous vehicles are determined on the basis of assumptions in literature. Using these data together, the behaviors of the different driver profiles and the movements of the autonomous vehicles under the same conditions are compared by using the SIDRA TRIP program. By using the outcomes of the program and producing different scenenarios, a passenger car equivalence value for autonomous vehicles was tried to be obtained. In the last section of the study, the effect of autonomous vehicles on signalized intersection performance in an unconnected environment is discussed. The results show that autonomous vehicles may significantly decrease intersection capacity.

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 generated or used during the study are available from the corresponding author by request (files containing intersection designs in SIDRA and AIMSUN).

Acknowledgments

This study partially includes the findings obtained from the research project entitled “Investigation of Effect of Driver Behavior on the Capacity and Performance of Urban Intersection and Arterials” supported by The Scientific and Technological Research Council of Turkey (TÜBİTAK, Project No. 110M677). The authors appreciate TÜBİTAK for project support.

References

Abraham, Z. 2015 “Identifying the optimal highway driving conditions for the integration of manned and autonomous vehicles.” B.Sc. thesis, Dept. of Mechanical Engineering, Massachusetts Institute of Technology.
Akçelik, R. 2011. SIDRA TRIP User guide. Greythorn, Australia: Akçelik & Associates.
Akçelik, R., and M. Besley. 2001. “Acceleration and deceleration models.” In Proc., 23rd Conf. of Australian Institutes of Transport Research (CAITR). Adelaide, Australia: Univ. of South Australia.
Alkan, M. A. 2017 “Sürücüsüz (Otonom) Araçlar.” Accessed October 12, 2017. http://www.endustri40.com/surucusuz-otonom-araclar/.
Bham, G. H., and R. F. Benekohal. 2001. “Acceleration behavior of drivers in a platoon.” In Proc., 1st Int. Driving Symp. on Human Factors in Driver Assessment, 280–285. Colorado SA: Aspen Snowmass.
Çalışkanelli, S. P, M. Özuysal, F. Coşkun, and S. Tanyel. 2013. Sinyalize Kavşaklardaki Başlangıç Tepki Süresinin İncelenmesi. İzmir, Turkey: Ulaştırma Kongresi.
Çalışkanelli, S. P., F. Coşkun Atasever, and S. Tanyel. 2017. “Start-up lost time and its effect on signalized intersections in Turkey” Promet – Traffic Transp. 29 (3): 321–329. https://doi.org/10.7307/ptt.v29i3.2214.
Çalışkanelli, S. P., M. Özuysal, F. Coşkun, and S. Tanyel. 2013. Sinyalize Kavşaklardaki Başlangıç Tepki Süresinin İncelenmesi 10, 167–177. İzmir, Turkey: Ulaştırma Kongresi.
Çalışkanelli, S. P., and S. Tanyel. 2018. “Investigating the driver’s response time at signalized intersections” Transport 33 (2): 380–388. https://doi.org/10.3846/16484142.2016.1250106.
Dresner, K., and P. Stone. 2008. “A multiagent approach to autonomous intersection management.” J. Artif. Intell. Res. 31 (Mar): 591–656. https://doi.org/10.1613/jair.2502.
El-Shawarbly, I., H. Rakha, V. Inman, and G. Davis. 2007. “Evaluation of driver deceleration behavior at signalized intersections.” Transp. Res. Rec. 2018 (1): 29–35. https://doi.org/10.3141/2018-05.
Ferreira, M., and P. M. d’Orey. 2012. “On the impact of virtual traffic lights on carbon emissions mitigation.” IEEE Trans. Intell. Transp. Syst. 13 (1): 284–295. https://doi.org/10.1109/TITS.2011.2169791.
Gazis, D., R. Herman, and A. Maradudin. 1960. “The problem of the amber signal in traffic flow.” Oper. Res. 8 (1): 112–132. https://doi.org/10.1287/opre.8.1.112.
Gökaşar, I. 2016. “Şerit Kontrol Sistemleri: D 100 Karayolu, İstanbul Örneği.” İMO Teknik Dergi 134: 7635–7657.
Gökaşar, I., and Arısoy, A. A. 2018. “Evaluation of the effects of autonomous public transportation vehicles on traffic conditions.” In Proc., 13th Int. Congress on Advances in Civil Engineering, 12–14. Izmir, Turkey: Ege Univ.
Hedlund, J. 2017. “Autonomous vehicles meet human drivers: Traffic safety issues for states.” Accessed February 8, 2017. https://www.ghsa.org/sites/default/files/2017-01/AV2017-FINAL.pdf.
Institute of Transportation Engineers. 2009. Traffic Engineering Handbook. Edited by L. P. James. 5th ed. Washington, DC: Institute of Traffic Engineers.
Kanaris, A., Ioannou, P., and Ho, F. S. 1997. Spacing and Capacity Evaluations for Different AHS Concepts: Automated Highway Systems. Edited by P. Ioannou, 125–171. Berlin: Springer.
Kesting, A., M. Treiber, M. Schonhof, and D. Helbing. 2008. “Adaptive cruise control design for active congestion avoidance.” Transp. Res. Part C: Emerging Technologies 16 (6): 668–683. https://doi.org/10.1016/j.trc.2007.12.004.
Le Vine, Liu, F. Zhenh, and J. Polak. 2015b. “Automated cars: Queue discharge at signalized intersections with ‘Assured-Clear-Distance-Ahead’ driving strategies.” Transp. Res. Part C: Emerging Technologies 62 (Jan): 35–54. https://doi.org/10.1016/j.trc.2015.11.005.
Le Vine, S., A. Zolfaghari, and J. Polak. 2015a. “Autonomous cars: The tension between occupant-experience and intersection capacity.” Transp. Res. Part C: Emerging Technologies 52 (Mar): 1–14. https://doi.org/10.1016/j.trc.2015.01.002.
Li, Z., M. Chitturi, D. Zheng, A. Bill, and D. Noyce. 2013. “Modeling reservation-based autonomous intersection control in VISSIM.” Transp. Res. Rec. 2381 (1): 81–90. https://doi.org/10.3141/2381-10.
Li, Z., L. Elefteriadou, and S. Ranka. 2014. “Signal control optimization for automated vehicles at signalized intersections.” Transp. Res. Part C: Emerging Technologies 49 (Dec): 1–18. https://doi.org/10.1016/j.trc.2014.10.001.
Long, G. 2000. “Acceleration characteristics of starting vehicles.” Transp. Res. Rec. 1737: 58–70.
Milakis, D., B. Van Arem, and B. Van Wee. 2015. “Policy and society related implications of automated driving: A review of literature and directions for future research.” J. Intell. Transp. Syst. 21 (4): 324–348. https://doi.org/10.1080/15472450.2017.1291351.
NHTSA (National Highway Traffic Safety Administration). 2016. Federal automated vehicles policy. Washington, DC: NHTSA.
Niels, T., M. Erciyas, and K. Bogenberger. 2018. “Impact of connected and autonomous vehicles on the capacity of signalized intersections—Microsimulation of an intersection in Munich.” In Proc., 7th Transport Research Arena TRA 2018, 16–19. Graz, Austria: AVL.
Noor, A. K., and S. A. Beiker. 2013. “İletişim Kurabilen Otomatik Araçlar.” Mühendis ve Makina 54 (642): 18–23.
Sinha, R., P. S. Roop, and P. Ranjitkar. 2013. “Virtual traffic lights in a robust, practical, and functionally safe intelligent transportation system.” Transp. Res. Rec. 2381 (1): 73–80. https://doi.org/10.3141/2381-09.
Tanyel, S., M. Koyuncu, and S. P. Çalışkanelli. 2018. “Sürücü Davranışlarının Sinyalize Kavşak Başarımı Üzerindeki Etkisi.” İMO Teknik Dergi 29 (5): 8563–8588. https://doi.org/10.18400/tekderg.369397.
Transportation Research Board. 1996. NCHRP report No: 383 intersection sight distance. Washington, DC: National Academy Press.
Transportation Research Board. 2012. NCHRP human factors guidelines for road systems. 2nd ed. Washington, DC: National Academy Press.
Van Arem, B., C. J. G. van Driel, and R. Visser. 2006. “The impact of cooperative adaptive cruise control on traffic-flow characteristics.” IEEE Trans. Intell. Transp. Syst. 7 (4): 429–436. https://doi.org/10.1109/TITS.2006.884615.
Vander Werf, J., S. E. Shladover, M. Miller, and N. Kourjanskaia. 2002. “Effects of adaptive cruise control systems on highway traffic flow capacity.” Transp. Res. Rec. 1800 (1): 78–84. https://doi.org/10.3141/1800-10.
Williams, W. W. 1977. “Driver behavior during yellow interval.” Transp. Res. Rec. 644 (Dec): 75–78.
Yetim, S. 2016. “Sürücüsüz Araçlar ve Getirdiği/Getireceği Hukuki Sorunlar.” Ankara Barosu Dergisi 2016 (1): 125–184.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 146Issue 2February 2020

History

Received: Aug 2, 2018
Accepted: Jun 20, 2019
Published online: Nov 27, 2019
Published in print: Feb 1, 2020
Discussion open until: Apr 27, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Ecem Şentürk Berktaş [email protected]
M.Sc. Graduate, School of Natural and Applied Sciences, Dokuz Eylül Univ., Tınaztepe Campus, Buca, İzmir 35160, Turkey. Email: [email protected]
Professor, Dept. of Civil Engineering, Dokuz Eylül Univ., Tınaztepe Campus, Buca, İzmir 35160, Turkey (corresponding author). ORCID: https://orcid.org/0000-0001-8549-9442. 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.

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