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Research Articles

Safety evaluation of horizontal curves on two lane rural highways using machine learning algorithms: A priority-based study for sight distance improvements

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Pages 331-337 | Received 15 Nov 2022, Accepted 21 Feb 2023, Published online: 13 Mar 2023

References

  • Abbondati F, Capaldo FS, Lamberti R. 2017. Predicting driver speed behavior on tangent sections of low-volume roads. Int J Civ Eng Technol. 8(4):1047–1060.
  • Alsaleh R, Sayed T, Ismail K, AlRukaibi F. 2020. System reliability as a surrogate measure of safety for horizontal curves: methodology and case studies. Transportmetrica A: Transport Sci. 16(3):957–986. doi: 10.1080/23249935.2020.1720859
  • American Association of State Highway and Transport Officials (AASHTO). 2011. A policy on geometric design of highways and streets. Washington (DC): The American Association of State Highway and Transportation Officials, AASHTO Green Book.
  • American Association of State Highway and Transport Officials (AASHTO). 2014. Highway Safety Manual. Washington (EUA): AASHTO.
  • Choudhari T, Maji A. 2022. Modeling driver’s braking and steering behavior along horizontal curves of two-lane rural highways for ADAS applications. Traffic Inj Prev. 23(7):404–409. doi: 10.1080/15389588.2022.2097669
  • Cox DR. 1972. Regression models and life‐tables. J R Stat Soc: Ser B (Methodological). 34(2):187–202.
  • De Luca M, Abbondati F, Capaldo FS, Biancardo SA, Zilioniene D. 2010 Nov. Modeling operating speed using artificial computational intelligence on low-volume roads. In: International Conference on Traffic and Transport Engineering; Belgrade, Serbia. p. 24–25.
  • Dhahir B, Hassan Y. 2019. Probabilistic, safety-explicit design of horizontal curves on two-lane rural highways based on reliability analysis of naturalistic driving data. Accid Anal Prev. 123:200–210.
  • Domencich TA, McFadden D. 1975. Urban travel demand-a behavioral analysis.
  • Easa SM. 1994. Reliability-based design of sight distance at railroad grade crossings. Transp Res Part A: Policy Pract. 28(1):1–5.
  • Easa SM. 2000. Reliability approach to intersection sight distance design. Transp Res Rec. 1701(1):42–52. doi: 10.3141/1701-06
  • Essa M, Sayed T, Hussein M. 2016. Multi-mode reliability-based design of horizontal curves. Accid Anal Prev. 93:124–134.
  • Faghri A, Demetsky MJ. 1988. Reliability and risk assessment in the prediction of hazards at rail-highway grade crossings. Transp Res Rec. 1160:45–51.
  • Harwood DW, Hutton JM, Fees C, Bauer KM, Glen A, Ouren H. 2014. Evaluation of the 13 controlling criteria for geometric design. Transportation Research Board. Washington (DC): The National Academies Press. doi: 10.17226/22291
  • Himes S, Donnell E. 2020. Safety effects of horizontal curve reliability index. Transp Res Rec. 2674(9):627–636. doi: 10.1177/0361198120930715
  • Ibrahim SE, Sayed T. 2011. Developing safety performance functions incorporating reliability-based risk measures. Accid Anal Prev. 43(6):2153–2159.
  • IRC: 66-1976. 1976.Recommended practice for sight distance on rural highways. New Delhi, India: Indian Road Congress.
  • IRC:38-1988. 1989. Guidelines for design of horizontal curves for highways and design tables. New Delhi, India: Indian Road Congress.
  • Ismail K, Sayed T. 2009. Risk-based framework for accommodating uncertainty in highway geometric design. Can J Civ Eng. 36(5):743–753. doi: 10.1139/L08-146
  • Ismail K, Sayed T. 2010. Risk-based highway design: case studies from British Columbia, Canada. Transp Res Rec. 2195(1):3–13. doi: 10.3141/2195-01
  • Jesna NM, Anjaneyulu MV. 2016. Reliability analysis of horizontal curves on two lane highways. Transp Res Proc. 17:107–115. doi: 10.1016/j.trpro.2016.11.066
  • Lamm R, Choueiri EM. 1987. Recommendations for evaluating horizontal design consistency based on investigations in the state of New York. Transp Res Rec. 1122(68):e78.
  • Melchers R. 1999. Structural reliability analysis and probability.
  • Ministry of Road Transport & Highways (MoRT&H). 2019. Road accidents in India 2019. New Delhi: Ministry of Road Transport & Highways, Government of India.
  • Nagalla R, Pothuganti P, Pawar DS. 2017. Analyzing gap acceptance behavior at unsignalized intersections using support vector machines, decision tree and random forests. Proc Comput Sci. 109:474–481. doi: 10.1016/j.procs.2017.05.312
  • Navin FP. 1990. Safety factors for road design: can they be estimated? Transp Res Rec. 1280:181–189.
  • Navin FP. 1992. Reliability indices for road geometric design. Can J Civ Eng. 19(5):760–766. doi: 10.1139/l92-087
  • Richl L, Sayed T. 2006. Evaluating the safety risk of narrow medians using reliability analysis. J Transp Eng. 132(5):366–375. doi: 10.1061/(ASCE)0733-947X(2006)132:5(366)
  • Russo F, Antonio Biancardo S, Busiello M. 2016. Operating speed as a key factor in studying the driver behaviour in a rural context. Transport. 31(2):260–270. doi: 10.3846/16484142.2016.1193054
  • Shalkamy A, Gargoum S, El-Basyouny K. 2021. Towards a more inclusive and safe design of horizontal curves: exploring the association between curve features, reliability measures, and safety. Accid Anal Prev. 153:106009. doi: 10.1016/j.aap.2021.106009
  • Shariat-Mohaymany A, Tavakoli-Kashani A, Nosrati H, Ranjbari A. 2011. Identifying significant predictors of head-on conflicts on two-lane rural roads using inductive loop detectors data. Traffic Inj Prev. 12(6):636–641. doi: 10.1080/15389588.2011.621472
  • Sil G, Maji A. 2017. Video based data collection process for geometric design consistency evaluation of four-lane median divided horizontal curves. Transp Res Proc. 27:672–679. doi: 10.1016/j.trpro.2017.12.157
  • Torbic DJ, Harwood DW, Gilmore DK, Pfefer R, Neuman TR, Slack KL, Hardy KK. 2004. Guidance for implementation of the AASHTO strategic highway safety plan. NCHRP report 500. Volume 7: a guide for reducing collisions on horizontal curves. Transportation Research Board. Washington (DC): The National Academies Press. doi:10.17226/13545
  • Watters P, O’Mahony M. 2007 Oct. The relationship between geometric design consistency and safety on rural single carriageways in Ireland. In: Proceedings of the European Transport Conference; Leiden, Netherlands. London: Association for European Transport.
  • You K, Sun L, Gu W. 2012. Reliability-based risk analysis of roadway horizontal curves. J Transp Eng. 138(8):1071–1081. doi: 10.1061/(ASCE)TE.1943-5436.0000402
  • Zheng Z. 1997. Application of reliability theory to roadway geometric design. Vancouver (BC): University of British Columbia.

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