Technical Papers
Feb 7, 2017

Evaluation of Models to Estimate Percent Time Spent Following on Two-Lane Highways

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 143, Issue 5

Abstract

Four analytical models to estimate percent time spent following (PTSF) on two-lane highways were tested with data from 16 sites in Brazil. Besides percent following, the models are based on shockwave analysis, moving-bottleneck theory, or queuing theory. As direct measurement of the PTSF is impractical, PTSF values produced by a simulation program were the basis for comparison (observed PTSF values). The quality of the PTSF estimates produced by the four models was tested using 442 observations and four goodness-of-fit functions [mean normalized error (MNE), mean absolute normalized error (MANE), root-mean squared normalized error (RMSNE), and correlation coefficient r]. Although some degree of correlation between the estimated and observed PTSF values was detected, none of the four models was able to provide reliable estimates of PTSF, as indicated by high mean normalized errors (around 35%) and mean absolute normalized errors that were, on average, close to 50%.

Get full access to this article

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

Acknowledgments

The authors would like to acknowledge the financial support from São Paulo Research Foundation (FAPESP grants 2010/01809-0 and 2013/04267-1) and the National Council for Scientific and Technological Development (CNPq grant 308572/13-0). The authors would also like to thank ARTESP, DER-SP, ViaOeste and Rodovias do Tietê for their support in data collection and for providing traffic data from permanent traffic monitoring stations.

References

Al-Kaisy, A., and Freedman, Z. (2010). “Estimating performance on two-lane highways: Case study validation of a new methodology.” Transp. Res. Rec., 2173, 72–79.
Bessa, J. E., Jr., and Setti, J. R. (2011). “Derivation of ATS and PTSF functions for two-lane, rural highways in Brazil.” Proc. Soc. Behav. Sci., 16, 282–292.
Bessa, J. E., Jr., and Setti, J. R. (2012). “Relações fluxo-velocidade para rodovias de pista simples no Brasil.” Proc., XXVI Congresso de Pesquisa e Ensino em Transportes, ANPET, Joinville, Santa Catarina, Brazil.
Brilon, W., and Weiser, F. (2006). “Two-lane rural highways: The German experience.” Transp. Res. Rec., 1988, 38–47.
Cohen, M., and Polus, A. (2011). “Estimating percent-time-spent-following on two-lane rural highways.” Transp. Res. Part C: Emerging Technol., 19(6), 1319–1325.
Dixon, M. P., Sarepali, S. S. K., and Young, K. A. (2002). “Field evaluation of highway capacity manual 2000 analysis procedures for two-lane highways.” Transp. Res. Rec., 1802, 125–132.
Elefteriadou, L. (2014). An introduction to traffic flow theory, Springer, New York.
Harwood, D., May, A., Anderson, I., Leiman, L., and Archilla, R. (1999). “Capacity and quality of service of two-lane highways.”, Midwest Research Institute, Kansas City, MO.
Harwood, D., Potts, I., Bauer, K., Bonneson, J., and Elefteriadou, L. (2003). “Two-lane road analysis methodology in the highway capacity manual.”, Midwest Research Institute, Kansas City, MO.
Hollander, Y., and Liu, R. (2008). “The principles of calibrating traffic microsimulation models.” Transportation, 35(3), 347–362.
Laval, J. A. (2006). “A macroscopic theory of two-lane rural roads.” Transp. Res. Part B: Methodol., 40(10), 937–944.
Li, J., and Washburn, S. (2014). “Improved operational performance assessment for two-lane highway facilities.” J. Transp. Eng., .
Li, J., and Washburn, S. S. (2011). “Implementing two-lane highway simulation modeling into CORSIM.” Proc.—Soc. Behav. Sci., 16, 293–305.
Llorca, C., Garcia, A., Moreno, A. T., and Pérez-Zuriaga, A. M. (2013). “Influence of age, gender and delay on overtaking dynamics.” IET Intell. Transp. Syst., 7(2), 174–181.
Llorca, C., and García, A. (2011). “Evaluation of passing process on two-lane rural highways in Spain with new methodology based on video data.” Transp. Res. Rec., 2262, 42–51.
Llorca, C., Moreno, A. T., Lenorzer, A., Casas, J., and Garcia, A. (2015). “Development of a new microscopic passing maneuver model for two-lane rural roads.” Transp. Res. Part C: Emerging Technol., 52, 157–172.
Lobo, A., Jacques, M. A. P., Rodrigues, C. M., and Couto, A. (2011). “Free-gap evaluation for two-lane rural highways.” Transp. Res. Rec., 2223, 9–17.
Luttinen, R. (2000). “Level of service on Finnish two-lane highways.” Transportation Research Circular E-C018: 4th Int. Symp. on Highway Capacity, TRB, National Research Council, Washington, DC, 175–187.
Luttinen, R. (2001). “Percent time-spent-following as performance measure for two-lane highways.” Transp. Res. Rec., 1776, 52–59.
Newell, G. F. (1998). “A moving bottleneck.” Transp. Res. Part B: Methodol., 32(8), 531–537.
Penmetsa, P., Ghosh, I., and Chandra, S. (2015). “Evaluation of performance measures for two-lane intercity highways under mixed traffic conditions.” J. Transp. Eng., .
Polus, A., and Cohen, M. (2009). “Theoretical and empirical relationships for the quality of flow and for a new level of service on two-lane highways.” J. Transp. Eng., 380–385.
Pursula, M. (1995). “Approximation of percentage time delay with local measurements.” Transp. Res. Rec., 1484, 58–65.
Romana, M. G. (1994). “Evalución práctica de niveles de servicio em carreteras convencionales de dos carriles em España.” Ph.D. thesis, Departamento de Ingeniería Civil, Universidad Politécnica de Madrid, Madrid, Spain.
TRB (Transportation Research Board). (2010). “Highway capacity manual 2010.” Washington, DC.
Van As, C. (2003). “The development of an analysis method for the determination of level of service of two-lane undivided highways in South Africa.” South African National Roads Agency Limited, South Africa.
Yu, Q., and Washburn, S. (2009). “Operational performance assessment for two-lane highway facilities.” J. Transp. Eng., 197–205.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 143Issue 5May 2017

History

Received: Jun 17, 2016
Accepted: Oct 26, 2016
Published online: Feb 7, 2017
Published in print: May 1, 2017
Discussion open until: Jul 7, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

José Elievam Bessa Jr., Ph.D. [email protected]
Assistant Professor, Dept. of Transportation Engineering, Federal Center for Technological Education of Minas Gerais, 5253 Amazonas Ave., Belo Horizonte 30421-169, Minas Gerais, Brazil (corresponding author). E-mail: [email protected]
José Reynaldo Setti, Ph.D., M.ASCE [email protected]
Professor, São Carlos School of Engineering, Univ. of São Paulo, 400 Trabalhador São-carlense Ave., São Carlos 13566-590, São Paulo, Brazil. E-mail: [email protected]
Scott S. Washburn, Ph.D., M.ASCE [email protected]
Professor, Dept. of Civil and Coastal Engineering, Univ. of Florida, 512-E Weil Hall, Gainesville, FL 32611. 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