Technical Papers
Apr 13, 2016

Flexible Stochastic Frontier Approach to Predict Spot Speed in Two-Lane Highways

Publication: Journal of Transportation Engineering
Volume 142, Issue 8

Abstract

The approach to spot speed prediction in two-lane highways followed in this study aims to evaluate the effects of a comprehensive set of speed factors, with a special focus on the geometric characteristics of the road segment to which the element belongs. Two flexible models were developed for different types of roads based on a stochastic frontier formulation in which the maximum operating speed is estimated as a function of road geometrics, and the one-sided disturbance accounts for diversity in driving behavior and vehicle characteristics, allowing the estimation of any percentile speed. The models are applicable to horizontal curves and tangents and consider both on-site characteristics and aggregated variables characterizing the road segment. The results show a clear influence of segment features on different percentile spot speeds, revealing that recent driving experience and expectations about the quality of the geometric design influence the way a driver approaches a specific road element. Additionally, this study contributes to addressing some of the limitations of existing speed models identified in the literature.

Get full access to this article

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

Acknowledgments

This research was funded by the Portuguese Foundation for Science and Technology through Ph.D. Grant SFRH/BD/71322/2010.

References

AASHTO. (2011). A policy on geometric design of highways and streets, 6th Ed., Washington, DC.
Aigner, D., Lovell, C. A. K., and Schmidt, P. (1977). “Formulation and estimation of stochastic frontier production function models.” J. Econ., 6(1), 21–37.
Andueza, P. J. (2000). “Mathematical models of vehicular speed on mountain roads.” Transport. Res. Rec., 1701, 104–110.
Bonneson, J., Pratt, M., Miles, J., and Carlson, P. (2007). “Development of guidelines for establishing effective curve advisory speeds.”, Texas A&M Univ., College Station, TX.
Cardoso, J. P. L. (1996). “Estudo das relações entre as caraterísticas da estrada, a velocidade e os acidentes rodoviários. Aplicação a estradas de duas vias e dois sentidos.” Ph.D. dissertation, Technical Univ. of Lisbon, Lisbon, Portugal.
Donnell, E. T., Ni, Y., Adolini, M., and Elefteriadou, L. (2001). “Speed prediction models for trucks on two-lane rural highways.” Transport. Res. Rec., 1751, 44–55.
FGSV (Forschungsgesellschaft fuer Strassen-und Verkehrswesen). (1995). “Richtlinien fuer die anlage von strassen, teil: Linienfuehrung.” Cologne, Germany (in German).
FHWA (Federal Highway Administration). (2009). “Manual on uniform traffic control devices.” U.S. Dept. of Transportation, McLean, VA.
Figueroa Medina, A. M., and Tarko, A. P. (2004). “Reconciling speed limits with design speeds.”, Joint Transportation Research Program, Indiana Dept. of Transportation and Purdue Univ., West Lafayette, IN.
Figueroa Medina, A. M., and Tarko, A. P. (2005). “Speed factors on two-lane rural highways in free-flow conditions.” Transport. Res. Rec., 1912, 39–46.
Fitzpatrick, K., et al. (2000a). “Alternative design consistency rating methods for two-lane rural highways.”, Federal Highway Administration, U.S. Dept. of Transportation, McLean, VA.
Fitzpatrick, K., et al. (2000b). “Speed prediction for two-lane rural highways.”, Federal Highway Administration, U.S. Dept. of Transportation, McLean, VA.
Fitzpatrick, K., Carlson, P., Brewer, M. A., Wooldridge, M. D., and Miaou, S. (2003). “Design speed, operating speed, and posted speed practices.”, Transportation Research Board, Washington, DC.
Gibreel, G. M., Easa, S. M., and El-Dimeery, I. A. (2001). “Prediction of operating speed on three-dimensional highway alignments.” J. Transp. Eng., 21–30.
Gibreel, G. M., Easa, S. M., Hassan, Y., and El-Dimeery, I. A. (1999). “State of the art of highway geometric design consistency.” J. Transp. Eng., 305–313.
Greene, W. H. (2007). Limdep version 9.0: Econometric modeling guide, Econometric Software, Plainview, NY.
Greene, W. H. (2008). Econometric analysis, 6th Ed., Prentice Hall, Upper Saddle River, NJ.
HA (Highways Agency). (2002). “Geometric design is the design manual for roads and bridges. Vol. 6: Road geometry, section 1: Links.” London.
Hassan, Y. (2004). “Highway design consistency: Refining the state of knowledge and practice.” Transport. Res. Rec., 1881, 63–71.
JAE (Junta Autónoma de Estradas). (1994). Norma de Traçado, Almada, Portugal.
Kanellaidis, G., Golias, J., and Efstathiadis, S. (1990). “Driver’s speed behavior on rural road curves.” Traffic Eng. Control, 31(7–8), 414–415.
Krammes, R. A., et al. (1995). “Horizontal alignment design consistency for rural two-lane highways.”, Federal Highway Administration, U.S. Dept. of Transportation, McLean, VA.
Lamm, R., and Choueiri, E. M. (1987). “Recommendations for evaluating horizontal design consistency based on investigations in the state of New York.” Transport. Res. Rec., 1122, 68–78.
Lamm, R., Choueiri, E. M., Hayward, J. C., and Paluri, A. (1988). “Possible design procedure to promote design consistency in highway geometric design on two-lane rural roads.” Transport. Res. Rec., 1195, 111–122.
Lobo, A., Jacques, M. A. P., Rodrigues, C. M., and Couto, A. (2011). “Free-gap evaluation for two-lane rural highways.” Transport. Res. Rec., 2223, 9–17.
Lobo, A., Rodrigues, C., and Couto, A. (2013). “Free-flow speed model based on Portuguese roadway design features for two-lane highways.” Transport. Res. Rec., 2348, 12–18.
Lobo, A., Rodrigues, C., and Couto, A. (2014). “Estimating percentile speeds from maximum operating speed frontier.” Transport. Res. Rec., 2404, 1–8.
McLean, J. (1981). “Driver speed behaviour and rural road alignment design.” Traffic Eng. Control, 22(4), 208–211.
Meeusen, W., and van den Broeck, J. (1977). “Efficiency estimation from Cobb-Douglas production functions with composed error.” Int. Econ. Rev., 18(2), 435–444.
Melo, P., Lobo, A., Couto, A., and Rodrigues, C. M. (2012). “Road cross section width and free-flow speed on two-lane rural highways.” Transport. Res. Rec., 2301, 28–35.
Misaghi, P., and Hassan, Y. (2005). “Modeling operating speed and speed differential on two-lane rural roads.” J. Transp. Eng., 408–418.
Nie, B., and Hassan, Y. (2007). “Modeling driver speed behavior on horizontal curves of different road classifications.” TRB 86th Annual Meeting Compendium of Papers, Transportation Research Board, Washington, DC.
Park, P. Y., Miranda-Moreno, L. F., and Saccomanno, F. F. (2010). “Estimation of speed differentials on rural highways using hierarchical linear regression models.” Can. J. Civ. Eng., 37(4), 624–637.
Park, Y. J., and Saccomanno, F. F. (2006). “Evaluating speed consistency between successive elements of a two-lane rural highway.” Transport. Res. A Pol., 40(5), 375–385.
Passetti, K. A., and Fambro, D. B. (1999). “Operating speeds on curves with and without spiral transitions.” Transport. Res. Rec., 1658, 9–16.
Polus, A., Fitzpatrick, K., and Fambro, D. B. (2000). “Predicting operating speeds on tangent sections of two-lane rural highways.” Transport. Res. Rec., 1737, 50–57.
Schurr, K. S., McCoy, P. T., Pesti, G., and Huff, R. (2002). “Relationship of design, operating, and posted speeds on horizontal curves of rural two-lane highways in Nebraska.” Transport. Res. Rec., 1796, 60–71.
Tarris, J. P., Poe, C. M., Mason, J. R., Jr., and Goulias, K. G. (1996). “Predicting operating speeds on low-speed urban streets: Regression and panel analysis approaches.” Transport. Res. Rec., 1523, 46–54.
TRB (Transportation Research Board). (2010). “Highway capacity manual 2010.” Washington, DC.
TRB (Transportation Research Board). (2011). “Transportation research circular E-C151: Modeling operating speed—Synthesis report.” Washington, DC.
Voigt, A. P., and Krammes, R. A. (1996). “An operational and safety evaluation of alternative horizontal curve design approaches on rural two-lane highways.”, Texas A&M Univ., College Station, TX.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 142Issue 8August 2016

History

Received: Mar 24, 2015
Accepted: Feb 10, 2016
Published online: Apr 13, 2016
Published in print: Aug 1, 2016
Discussion open until: Sep 13, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

António Lobo [email protected]
Ph.D. Candidate, Faculty of Engineering, Research Centre for Territory, Transports and Environment, Univ. of Porto, Rua Dr. Roberto Frias, s/n, 4200-465 Porto, Portugal. E-mail: [email protected]
António Couto [email protected]
Assistant Professor, Faculty of Engineering, Research Centre for Territory, Transports and Environment, Univ. of Porto, Rua Dr. Roberto Frias, s/n, 4200-465 Porto, Portugal (corresponding author). E-mail: [email protected]
Carlos Rodrigues [email protected]
Professor, Faculty of Engineering, Research Centre for Territory, Transports and Environment, Univ. of Porto, Rua Dr. Roberto Frias, s/n, 4200-465 Porto, Portugal. 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