New Consistency Model Based on Inertial Operating Speed Profiles for Road Safety Evaluation
Publication: Journal of Transportation Engineering, Part A: Systems
Volume 144, Issue 4
Abstract
Road crashes are mainly caused by three concurrent factors: infrastructure, vehicles, and human factors. The interaction between infrastructure and human factors leads to the concept of geometric design consistency, which can be defined as how drivers’ expectations and road behavior fit. This paper presents a new global consistency model based on the difference between the inertial operating speed profile () and the operating speed profile (). The first is calculated as the weighted average speed of the previous road section and represents drivers’ expectations, whereas the second represents road behavior. A set of 71 homogeneous two-lane rural road segments located in Italy were used in the calibration of the model. As a result, a safety performance function based on this new consistency model was proposed to estimate the number of crashes on an entire road segment. Finally, the new model was compared with previous global consistency models, concluding that the new consistency parameter better explains the phenomenon than the previous ones. Therefore, the new consistency model is a useful tool for engineers that allows estimation of the number of crashes and incorporates road safety into the geometric design of both new two-lane rural roads and improvements to existing highways.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
This research was subsidized by the Spanish Ministry of Economy and Competitiveness through “Ayudas a la movilidad predoctoral para la realización de estancias breves en centros de I+D 2015.” The study presented in this paper is also part of the research project titled “CASEFU—Estudio experimental de la funcionalidad y seguridad de las carreteras convencionales” (TRA2013-42578-P), subsidized by the Spanish Ministry of Economy and Competitiveness and the European Social Fund. In addition, the authors would like to thank the Azienda Nazionale Autonoma delle Strade (ANAS) and the Automobile Club Italia (ACI), which provided traffic and crash data, respectively.
References
Anderson, I., Bauer, K., Harwood, D., and Fitzpatrick, K. (1999). “Relationship to safety of geometric design consistency measures for rural two-lane highways.” Transp. Res. Rec., 1658, 43–51.
Awatta, M., Hassan, Y., and Sayed, T. (2006). “Quantitative evaluation of highway safety performance based on design consistency.” Advances in transportation studies, Vol. 9, Roma Tre Univ., Rome.
Cafiso, S., Di Graziano, A., Di Silvestro, G., La Cava, G., and Persaud, B. (2010). “Development of comprehensive accident models for two-lane rural highways using exposure, geometry, consistency and context variables.” Accid. Anal. Prev., 42(4), 1072–1079.
Camacho-Torregrosa, F. J. (2015). “Development and calibration of a global geometric design consistency model for two-lane rural highways, based on the use of continuous operating speed profiles.” Universitat Politècnica de València, Valencia, Spain.
Camacho-Torregrosa, F. J., Pérez-Zuriaga, A. M., Campoy-Ungría, J. M., García, A., and Tarko, A. P. (2015). “Use of heading direction for recreating the horizontal alignment of an existing road.” Comput.-Aided Civ. Infrastruct. Eng., 30(4), 282–299.
European Transport Safety Council. (2015). Ranking EU progress on improving motorway safety, Vol. 28, Etterbeek, Belgium.
Garach, L., Calvo, F., Pasadas, M., and de Oña, J. (2014). “Proposal of a new global model of consistency: Application in two-lane rural highways in Spain.” J. Transp. Eng., 04014030.
Garcia, A., Llopis-Castello, D., Perez-Zuriaga, A. M., and Camacho-Torregrosa, F. J. (2013a). “Homogeneous road segment identification based on inertial operating speed.” Proc., 92nd Annual Meeting on Transportation Research Board, Washington, DC.
García, A., Llopis-Castelló, D., Camacho-Torregrosa, F. J., and Pérez-Zuriaga, A. M. (2013b). “New consistency index based on inertial operating speed.” Transp. Res. Rec., 2391, 105–112.
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.
Harwood, D. W., Council, F. M., Hauer, E., Hughes, W. E., and Vogt, A. (2000). “Prediction of the expected safety performance of rural two-lane highways.”, Federal Highway Administration, Washington, DC.
Hauer, E., and Bamfo, J. (1997). “Two tools for finding what function links the dependent variable to the explanatory variables.” Proc., 10th ICTCT Workshop, Lund, Sweden.
Kanellaidis, G., Golias, J., and Efstathiadis, S. (1990). “Drivers’ speed behaviour on rural road curves.” Traffic Eng. Control, 31(7–8), 414–415.
Lamm, R., Psarianos, B., and Mailaender, T. (1999). Highway design and traffic safety engineering handbook, McGraw-Hill, New York.
Leisch, J. E., and Leisch, J. P. (1977). “New concepts in design-speed application.” Transp. Res. Rec., 631, 4–14.
Lord, D., and Mannering, F. (2010). “The statistical analysis of crash-frequency data: A review and assessment of methodological alternatives.” Transp. Res. Part A, 44(5), 291–305.
Lord, D., and Persaud, B. (2000). “Accident prediction models with and without trend: Application of the generalized estimating equations procedure.” Transp. Res. Rec., 1717, 102–108.
Marchionna, A., and Perco, P. (2008). “Operating speed-profile prediction model for two-lane rural roads in the Italian context.” Adv. Transp. Stud., 2008(14), 57–68.
Mattar-Habib, C., Polus, A., and Farah, H. (2008). “Further evaluation of the relationship between enhanced consistency model and safety of two-lane rural roads in Israel and Germany.” Eur. J. Transp. Infrastruct. Res., 4(8), 320–332.
Montella, A., Colantuoni, L., and Lamberti, R. (2008). “Crash prediction models for rural motorways.” Transp. Res. Rec., 2083, 180–189.
Montella, A., and Imbriani, L. L. (2015). “Safety performance functions incorporating design consistency variables.” Accid. Anal. Prev., 74, 133–144.
Ng, J. C., and Sayed, T. (2004). “Effect of geometric design consistency on road safety.” Can. J. Civ. Eng., 31(2), 218–227.
Polus, A., and Mattar-Habib, C. (2004). “New consistency model for rural highways and its relationship to safety.” J. Transp. Eng., 286–293.
Praticò, F. G., and Giunta, M. (2012). “Quantifying the effect of present, past and oncoming alignment on the operating speeds of a two-lane rural road.” Baltic J. Road Bridge Eng., 7(3), 179–188.
Quddus, M. (2013). “Exploring the relationship between average speed, speed variation, and accident rates using spatial statistical models and GIS.” J. Transp. Safety Security, 5(1), 27–45.
Resende, P., and Benekohal, R. (1997). “Effects of roadway section length on accident modeling.” Traffic congestion and traffic safety in the 21st century: Challenges, innovations, and opportunities, ASCE, New York, 403–409.
Revlin, R. (2012). Cognition: Theory and practice, Palgrave Macmillan, Basingstoke, U.K.
Treat, J. R., Tumbas, N. S., McDonald, S. T., Shinar, D., and Hume, R. D. (1979). “Tri-level study of the causes of traffic accidents. Executive summary.”, Institute for Research in Public Safety, Bloomington, IN.
WHO (World Health Organization). (2015). Global status report on road safety 2015, Vol. 19, Geneva, 340.
Wu, K. F., Donnell, E. T., Himes, S. C., and Sasidharan, L. (2013). “Exploring the association between traffic safety and geometric design consistency based on vehicle speed metrics.” J. Transp. Eng., 738–748.
Information & Authors
Information
Published In
Copyright
©2018 American Society of Civil Engineers.
History
Received: May 23, 2017
Accepted: Sep 22, 2017
Published online: Jan 18, 2018
Published in print: Apr 1, 2018
Discussion open until: Jun 18, 2018
Authors
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.