Evaluating the benefits of using a context classification system to develop intersection safety performance functions

References

• American Association of State Highway and Transportation Officials (AASHTO). (2010). Highway safety manual (1st ed.). Washington, DC: AASHTO.
   Google Scholar
• Donnell, E. T., Gayah, V. V., & Jovanis, P. (2014). Safety performance functions (Report No. FHWA-PA-2014-007-PSU WO 1). Thomas D. Larson Pennsylvania Transportation Institute.
   Google Scholar
• Donnell, E. T., Gayah, V. V., Li, L., & Tang, H. (2019). Regionalized Urban-suburban Collector Road Safety Performance Functions (Report No. PA-2019-001-511601 WO 007). Thomas D. Larson Pennsylvania Transportation Institute.
   Google Scholar
• Florida Department of Transportation (FDOT). (2017, August). FDOT context classification. Tallahassee, FL: FDOT. Retrieved from https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/completestreets/files/fdot-context-classification.pdf?sfvrsn=12be90da_2
   Google Scholar
• Florida Department of Transportation (FDOT). (2019). Surveying and mapping districts. Tallahassee, FL: FDOT. Retrieved from https://www.fdot.gov/geospatial/fdotdistrict.shtm
   Google Scholar
• Gamaleldin, G., Al-Deek, H., Sandt, A., El-Urfali, A., Kayes, M. I., & Gamero, V. (2020). Roadway context classification approach for developing regional safety performance functions for Florida intersections. Transportation Research Record: Journal of the Transportation Research Board, 2674(2), 191–202. doi:10.1177/0361198120906377
   Web of Science ®Google Scholar
• Gamaleldin, G., Al-Deek, H., Sandt, A., McCombs, J., El-Urfali, A., & Uddin, N. (2020). Developing context-specific safety performance functions for Florida intersections to more accurately predict intersection crashes. Journal of the Transportation Safety & Security. doi:10.1080/19439962.2020.1796865
   Web of Science ®Google Scholar
• Garber, N. J., & Rivera, G. (2010). Safety performance functions for intersections on highways maintained by the Virginia Department of Transportation (Report No. FHWA/VTRC 11-CR1). University of Virginia, Department of Civil & Environmental Engineering.
   Google Scholar
• Kaaf, K. A., & Abdel-Aty, M. (2015). Transferability and calibration of Highway Safety Manual performance functions and development of new models for urban four-lane divided roads in Riyadh, Saudi Arabia. Transportation Research Record: Journal of the Transportation Research Board, 2515(1), 70–77. doi:10.3141/2515-10
   Google Scholar
• Lefler, N., Zhou, Y., Carter, D., McGee, H., Harkey, D., & Council, F. (2017). Model inventory of roadway elements - MIRE 2.0. (Report No. FHWA-SA-17-048). Vienna, VA: Vanasse Hangen Brustlin, Inc. (VHB). Chapel Hill, NC: The University of North Carolina Highway Safety Research Center.
   Google Scholar
• Li, L., Gayah, V. V., & Donnell, E. T. (2017). Development of regionalized SPFs for two-lane rural roads in Pennsylvania. Accident; Analysis and Prevention, 108(2017), 343–353. doi:10.1016/j.aap.2017.08.035
   PubMedGoogle Scholar
• Lu, J. (2013). Development of safety performance functions for SafetyAnalyst applications in Florida [Doctoral Dissertation]. Florida International University, Miami, FL. Retrieved from doi:10.25148/etd.FI13042509
   Google Scholar
• McCombs, J., Al-Deek, H., Sandt, A., Gamaleldin, G., & El-Urfali, A. (2020). A regional perspective on safety performance function development and implementation: National survey of current regional practices and evaluation of crash predictions for rural Florida intersections. Paper Accepted for Presentation at the 2021 Transportation Research Board Annual Meeting (Virtual Conference).
   Google Scholar
• Mehta, G., & Lou, Y. (2013). Calibration and development of safety performance functions for Alabama: Two-lane, two-way rural roads and four-lane divided highways. Transportation Research Record: Journal of the Transportation Research Board, 2398(1), 75–82. doi:10.3141/2398-09
   Web of Science ®Google Scholar
• Persaud and Lyon, Inc., & Felsburg Holt & Ullevig. (2009). Safety performance functions for intersections (Report No. CDOT-2009-10). Toronto, ON: Persaud and Lyon, Inc.; Centennial, CO: Felsburg Holt & Ullevig.
   Google Scholar
• Scopatz, R. A., & Smith, S. (2016). Pennsylvania's state-specific SPFs and CMFs: Roadway safety data and analysis case study (Report No. FHWA-SA-16-062). Vienna, VA: Vanasse Hangen Brustlin, Inc.
   Google Scholar
• Wali, B., Khattak, A. J., Waters, J., Chimba, D., & Li, X. (2018). Development of safety performance functions: Incorporating unobserved heterogeneity and functional form analysis. Transportation Research Record: Journal of the Transportation Research Board, 2672(30), 9–20. doi:10.1177/0361198118767409
   Web of Science ®Google Scholar
• Wang, X., & Abdel-Aty, M. (2007). Right-angle crash occurrence at signalized intersections. Transportation Research Record: Journal of the Transportation Research Board, 2019(1), 156–168. doi:10.3141/2019-19
   Google Scholar
• Xie, Y., & Chen, C. J. (2016). Calibration of safety performance functions for Massachusetts urban and suburban intersections (Report No. UMTC 16.01). Lowell, MA: University of Massachusetts Lowell.
   Google Scholar
• Young, J., & Park, P. Y. (2012). Comparing the Highway Safety Manual’s safety performance functions with jurisdiction-specific functions for intersections in Regina. Paper Presented at the 2012 Annual Conference of the Transportation Association of Canada, Fredricton, New Brunswick.
   Google Scholar