Technical Papers
Apr 27, 2022

Impact of Capacity Definition on the HCM-6 Passenger Car Equivalent Values

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 148, Issue 7

Abstract

In the current version (Version 6) of the Highway Capacity Manual (HCM), equal-capacity passenger car equivalencies (EC-PCEs) are used to account for the effect of trucks for capacity analyses. The EC-PCEs for freeway segments were estimated using a microsimulation-based methodology in which the capacity of different traffic scenarios was modeled. However, the current EC-PCEs were estimated under assumptions atypical of past HCM releases, including a new definition of capacity and a new data aggregation level. It is important to assess to what extent these assumptions may affect the passenger car equivalencies (PCE) values published in the HCM-6. Consequently, this paper compares the HCM-6 PCEs, and associated capacity adjustment factors (CAF), with values developed using the HCM-6 EC-PCE methodology with historic HCM assumptions. It was found the EC-PCE values from the proposed approach were, on average, 18.2% greater than those published in the HCM-6. This finding suggests the values published in the HCM-6 could underestimate the effect of trucks in capacity and level of service analyses.

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 would like to thank the Nebraska Transportation Center and Universidad Michoacana de San Nicolás de Hidalgo for providing the necessary technical tools used in this research. We would also thank Dr. George List and his colleagues at North Carolina State University for their advice on the 2016 HCM EC-PCE estimation methodology and the background information they provided. It is greatly appreciated. In addition, the authors would like to acknowledge the Fulbright foundation who supported Dr. Hurtado-Beltran’s Ph.D. work at the University of Nebraska-Lincoln. The contents of this paper reflect the views of the authors, who are responsible for the facts and the accuracy of the information presented herein and are not necessarily representative of any group or agency.

References

AASHTO. 2011. A policy on geometric design of highways and streets. Washington, DC: AASHTO.
Al-Kaisy, A. 2006. “Passenger car equivalents for heavy vehicles at freeways and multilane highways: Some critical issues.” Accessed January 4, 2021. https://scholarworks.montana.edu/xmlui/handle/1/3489.
Dowling, R., G. List, B. Yang, E. Witzke, and A. Flannery. 2014a. Incorporating truck analysis into the highway capacity manual. Washington, DC: Transportation Research Board.
Dowling, R., G. List, B. Yang, E. Witzke, and A. Flannery. 2014b. Trucks in the freeway analyses of the highway capacity manual. Raleigh, NC: Institute for Transportation Research and Education.
HCM (Highway Capacity Manual). 1965. Highway research board. Washington, DC: HCM.
HCM (Highway Capacity Manual). 2016. Transportation research board. Washington, DC: HCM.
Hurtado-Beltran, A., and L. R. Rilett. 2021. “Impact of CAV truck platooning on HCM-6 capacity and passenger car equivalent values.” J. Transp. Eng. Part A Syst. 147 (2): 04020159. https://doi.org/10.1061/JTEPBS.0000492.
Lasdon, L. S., R. L. Fox, and M. W. Ratner. 1974. “Nonlinear optimization using the generalized reduced gradient method: Revue française d’automatique, informatique, recherche opérationnelle.” Recherche Opérationnelle 8 (3): 73–103.
Morris, C. M., and E. T. Donnell. 2014. “Passenger car and truck operating speed models on multilane highways with combinations of horizontal curves and steep grades.” J. Transp. Eng. 140 (11): 04014058. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000715.
PTV Group (Planung Transport Verkehr Group). 2019a. PTV VISSIM & VISWALK 2020: Release notes (last modified: 2019-10-09). Karlsruhe, Germany: PTV Aktiengesellschaft.
PTV Group (Planung Transport Verkehr Group). 2019b. VISSIM 20 user manual. Karlsruhe, Germany: PTV Aktiengesellschaft.
PTV Group (Planung Transport Verkehr Group). 2021. “PTV VISSIM & PTV VISWALK service pack download area.” Accessed January 11, 2021. http://cgi.ptvgroup.com/cgi-bin/en/traffic/vissim_download.pl.
Spiegelman, C., E. S. Park, and L. R. Rilett. 2011. Transportation statistics and microsimulation. Boca Raton, FL: CRC Press.
Toledo, T., and H. N. Koutsopoulos. 2004. “Statistical validation of traffic simulation models.” Transp. Res. Rec. 1876 (1): 142–150. https://doi.org/10.3141/1876-15.
Tufuor, E., L. R. Rilett, and L. Zhao. 2020. “Calibrating the highway capacity manual arterial travel time reliability model.” J. Transp. Eng. Part A Syst. 146 (12): 04020131. https://doi.org/10.1061/JTEPBS.0000451.
Urbanik, T., A. Tanaka, B. Lozner, E. Lindstrom, K. Lee, S. Quayle, and S. Sunkari. 2015. Signal timing manual. Washington, DC: Transportation Research Board.
VDOT (Virginia Department of Transportation). 2020. VISSIM user guide version 2.0. Richmond, VA: VDOT Traffic Engineering Division.
Wunderlich, K. E., M. Vasudevan, and P. Wang. 2019. “TAT volume III: Guidelines for applying traffic microsimulation modeling software 2019 update to the 2004 version.” Accessed January 7, 2021. https://rosap.ntl.bts.gov/view/dot/43570.
Yang, B. 2013. “On the HCM’s treatment of trucks on freeways.” Master’s thesis, Dept. of Civil Engineering, North Carolina State Univ.
Zhou, J. 2018. “Effects of moving bottlenecks on traffic operations on four-lane level freeway segments.” Doctoral dissertation, Dept. of Civil and Environmental Engineering, Univ. of Nebraska-Lincoln.
Zhou, J., L. Rilett, and E. Jones. 2019. Estimating passenger car equivalent using the HCM-6 PCE methodology on four-lane level freeway segments in western US. Washington, DC: Transportation Research Record.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 148Issue 7July 2022

History

Received: Jan 15, 2021
Accepted: Feb 24, 2022
Published online: Apr 27, 2022
Published in print: Jul 1, 2022
Discussion open until: Sep 27, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Antonio Hurtado-Beltran, Ph.D., M.ASCE https://orcid.org/0000-0001-9080-6910 [email protected]
Professor and Researcher, School of Civil Engineering, Edificio de Posgrado de Ingeniería Civil, Universidad Michoacana de San Nicolás de Hidalgo, Ciudad Universitaria, Francisco J. Mújica S/N Colonia Felicitas del Río, Morelia, Michoacán 58030, México (corresponding author). ORCID: https://orcid.org/0000-0001-9080-6910. Email: [email protected]
P.E.
Director and Ginn Distinguished Professor, Transportation Research Institute, Auburn Univ., 345 W Magnolia Ave., Auburn, AL 36849. ORCID: https://orcid.org/0000-0002-6925-5306. 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