Technical Papers
Apr 21, 2015

Developing Passenger-Car Equivalents for Heavy Vehicles in Entry Flow at Roundabouts

Publication: Journal of Transportation Engineering
Volume 141, Issue 8

Abstract

This study develops passenger-car equivalents (PCEs) for heavy vehicles at roundabouts. For this task, the movements of cars and heavy vehicles were observed using video records collected from three roundabouts in Vermont; Ontario, Canada; and Wisconsin. The PCE was developed such that the variation in the entry capacity in a various mix of cars and heavy vehicles was minimized. The PCE was also applied to the prediction of the entry capacity using a roundabout capacity model. For the model inputs, the study adjusted the critical headway and the follow-up headway to account for the difference in driver’s gap acceptance behavior between cars and heavy vehicles. The result shows that the PCEs for heavy trucks and light trucks are 1.5–2.5 and 1.0–1.5, respectively, at the three roundabouts. In particular, the PCE for light trucks was lower than a default value of 2.0. The result also shows that the established model generally predicted the capacity more accurately when the critical headway and the follow-up headway were adjusted by different weights instead of the same weight (i.e., the default value of the PCE).

Get full access to this article

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

Acknowledgments

The author thanks Mr. Moayed Naeem Khan, a former research assistant at the University of Windsor, for reducing the video data into numerical data in this study. The author also thanks Mr. Lee A. Rodegerdts at Kittelson & Associates, Inc., Mr. Egerton Heath at Region of Waterloo, Ms. Andrea Bill at the University of Wisconsin-Madison, and Mr. Patrick Fleming at Wisconsin Department of Transportation for providing the video records and geometric drawings used in the study. The author also thanks Dr. Zong Tian at the University of Nevada, Reno, for his advice on the maximum likelihood method. This research was supported by the Natural Sciences and Engineering Research Council of Canada (NSERC).

References

AASHTO. (2011). A policy on geometric design of highways and streets, 6th Ed., Washington, DC.
Ahmed, U. (2010). “Passenger car equivalent factors for level freeway segments operating under moderate and congested conditions.” Master’s thesis, Marquette Univ., Milwaukee, WI.
Akçelik and Associates. (2011). SIDRA INTERSECTION 5.1, Greythorn, Melbourne, VIC, Australia.
Akçelik, R., Chung, E., and Besley, M. (1999). “Roundabouts: Capacity and performance analysis.”, 2nd Ed., ARRB Transport Research, Vermont South, VIC, Australia.
Al-Kaisy, A., Jung, Y., and Rakha, H. (2005). “Developing passenger car equivalents for heavy vehicles during congestion.” J. Transp. Eng., 514–523.
Al-Kaisy, A. F., Hall, F. L., and Reisman, E. S. (2002). “Developing passenger car equivalents for heavy vehicles on freeways during queue discharge flow.” Transp. Res. Part A, 36(8), 725–742.
Arasan, V. T., and Arkatkar, S. S. (2010). “Microsimulation study of effect of volume and road width on PCU of vehicles under heterogeneous traffic.” J. Transp. Eng., 1110–1119.
Bovy, H., Dietrich, K., and Harmann, A. (1991). Guide Suisse des Giratoires, Institut des transports et de planification, Lausanne, Switzerland.
Dahl, J., and Lee, C. (2012). “Empirical estimation of capacity for roundabouts using adjusted gap-acceptance parameters for trucks.”, 34–45.
Demarchi, S. H., and Setti, J. R. (2003). “Limitations of passenger-car equivalent derivation for traffic streams with more than one truck type.”, 96–104.
Elefteriadou, L., Torbic, D., and Webster, N. (1997). “Development of passenger car equivalents for freeways, two-lane highways, and arterials.”, 51–58.
Geistefeldt, J. (2009). “Estimation of passenger car equivalents based on capacity variability.”, 1–6.
Huber, M. J. (1982). “Estimation of passenger-car equivalents of trucks in traffic stream.”, 60–70.
Isebrands, H. N., Hallmark, S., and Hawkins, N. R. (2014). “Approach speed effects at rural high-speed intersections: Roundabouts versus two-way stop control.” 93rd Transportation Research Board Annual Meeting, Transportation Research Board, Washington, DC.
Li, Z., DeAmico, M., Chitturi, M. V., Bill, A. R., and Noyce, D. A. (2013). “Calibration of VISSIM roundabout model: A critical gap and follow-up headway approach.” 92nd Transportation Research Board Annual Meeting, Transportation Research Board, Washington, DC.
Louah, G. (1992). “Panorama Critique des Modeles Francais de Capacite des Carrefours Giratoires.” Proc., Roundabouts 92, Centre d'études des transports urbains, Paris.
Mereszczak, Y., Dixon, M., Kyte, M., Rodegerdts, L., and Blogg, M. (2006). “Including exiting vehicles in capacity estimation at single-lane U.S. roundabouts.”, 23–30.
Qu, X., Ren, L., Wang, S., and Oh, E. (2014). “Estimation of entry capacity for single-lane modern roundabouts: Case study in Queensland, Australia.” J. Transp. Eng., 05014002.
Robinson, B. W., et al. (2000). “Roundabouts: An informational guide.”, Federal Highway Administration (FHWA), U.S. Dept. of Transportation, Washington, DC.
Rodegerdts, L., et al. (2007). “Roundabouts in the United States.”, Transportation Research Board of the National Academies, Washington, DC.
Rodegerdts, L., et al. (2010). “Roundabouts: An informational guide.”, 2nd Ed., Transportation Research Board of the National Academies, Washington, DC.
Russell, E. R., Landman, D., and Godavarthy, R. P. (2013). “A study of accommodating oversize overweight vehicles (OSOW) at roundabouts.” 92nd Transportation Research Board Annual Meeting, Transportation Research Board, Washington, DC.
State of Maryland Department of Transportation. (1995). Roundabout design guidelines, State Highway Administration, Hanover, MD.
TRB (Transportation Research Board). (2010). Highway capacity manual 2010, Washington, DC.
Troutbeck, R. J. (2014). “Estimating the mean critical gap.” 93rd Transportation Research Board Annual Meeting, Transportation Research Board, Washington, DC.
Wu, N. (2001). “A universal procedure for capacity determination at unsignalized (priority-controlled) intersections.” Transp. Res. B, 35(6), 593–623.
Zheng, D., Porters, B., Chitturi, M. V., Bill, A., and Noyce, D. A. (2011). “Evaluating the operational characteristics at a heavily congested roundabout.” 90th Transportation Research Board Annual Meeting, Transportation Research Board, Washington, DC.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 141Issue 8August 2015

History

Received: Feb 24, 2014
Accepted: Feb 20, 2015
Published online: Apr 21, 2015
Published in print: Aug 1, 2015
Discussion open until: Sep 21, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

Chris Lee, Ph.D. [email protected]
P.Eng.
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Windsor, Windsor, ON, Canada N9B 3P4. 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