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Level of Service Criteria of Rail Road Grade Crossing Based on the Perceptions of Motorist and Non-motorist

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Abstract

The current study explores whether motorists’ and non-motorists’ perceptions of level of service (LOS) accounting for various attributes at rail road grade crossings (RRGCs) are identical or different by develo** separate perceived LOS models for each group. In this connection, an extensive questionnaire survey has been conducted in the vicinity of 21 RRGCs across nine Indian states, and extensive data set of 7588 responses has been gathered. Separate ordered probit models are subsequently developed to investigate the impact of variables on the motorists’ and non-motorists’ perception of LOS. The result of the models show that certain variables have a negative effect on perceived LOS; some have a positive effect while others are found insignificant. Both motorists and nonmotorists experience a decline in the perception of LOS as “perceived gate blockage duration, gate-to-gate distance, and presence of heavy vehicles” increase. On the other hand, qualitative factors like “crossing surface quality, lateral visibility, road marking and warning sign, and aesthetics” forecast a significantly positive effect, implying that enhancing these factors improves perceived LOS. Furthermore, among the trip-related factors that have been demonstrated to have a significant effect on perceived LOS for both motorists and non-motorists are “trip type and trip duration”. Moreover, “Age” seemed to have no effect on motorist perceptions; however, “frequency of trip, road width, and presence of pedestrians” have been proven to have no influnce on non-motorists’ perceptions of LOS. Hence, the findings of this research would assist the policymakers in taking the appropriate action to improve the operational reliability of RRGCs.

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References

  1. Pasha J, Dulebenets MA, Singh P, Moses R, Sobanjo J, Ozguven EE (2021) Towards improving sustainability of rail transport by reducing traffic delays at level crossings: a case study for the State of Florida. Clean Logist Supply Chain 1:100001

    Article  Google Scholar 

  2. Vivek AK, Khan T, Mohapatra SS (2021) Safety and associated parameters influencing performance of rail road grade crossings: a critical review of state of the art. J Saf Res 79:257–272

    Article  Google Scholar 

  3. Vivek AK, Mohapatra SS, Jena S (2022) Evaluation of user perception to define level of service criteria of rail road grade crossing: an exploratory statistical approach. Transp Policy 122:64–76

    Article  Google Scholar 

  4. Vivek AK, Mohapatra SS (2023) Level of service analysis of rail road grade crossing from the perspective of walking and bicycling: a perception based study. Transp Plan Technol 46(4):499–524

    Article  Google Scholar 

  5. Vivek AK, Mohapatra SS (2023) An observational study on pedestrian and bicyclist violations at railroad grade crossings: exploring the impact of geometrical and operational attributes. J Saf Res 1(87):395–406

    Article  Google Scholar 

  6. Vivek AK, Mohanty M, Mohapatra SS (2023) Evaluation of road users’ violations at railroad grade crossings. J Transp Eng Part A Syst 149(9):04023086

    Article  Google Scholar 

  7. Vivek AK, Gupta S, Khan T, Mohapatra SS (2024) Strategies to mitigate safety and associated problems at gated rail road grade crossing: a structural equation modelling approach. Transp Policy 146:19–30

    Article  Google Scholar 

  8. Manual HC (2010) HCM. Transportation research board. National Research Council, Washington, DC

  9. Fambro DB (1990) International symposium on railroad-highway grade crossing research and safety

  10. Pecheux KK, Pietrucha MT, Jovanis PP (2000) User perception of level of service at signalized intersections: methodological issues. In: Transportation research circular E-C018: Proceedings of the fourth international symposium on highway capacity, 2000, pp 322–335. TRB, National Research Council, Washington, DC

  11. Flannery A, McLeod D, Pedersen NJ (2006) Customer-based measures of level of service. Inst Transp Eng ITE J 76(5):17

    Google Scholar 

  12. Othayoth D, Rao KK, Bhavathrathan BK (2020) Perceived level of service at signalized intersections under heterogeneous traffic conditions. Transportmetrica A Transp Sci 16(3):1294–1309

    Article  Google Scholar 

  13. Sarkar S (1993) Determination of service levels for pedestrians, with European examples. Transp Res Rec 1405:35

    Google Scholar 

  14. Rahul TM, Manoj M (2020) Categorization of pedestrian level of service perceptions and accounting its response heterogeneity and latent correlation on travel decisions. Transp Res Part A Policy Pract 142:40–55

    Article  Google Scholar 

  15. Chen X, Li D, Ma N, Shao C (2009) Prediction of user perceptions of signalized intersection level of service based on fuzzy neural networks. Transp Res Rec 2130(1):7–15

    Article  Google Scholar 

  16. Jou RC, Kou CC, Chen YW (2013) Drivers’ perception of LOSs at signalised intersections. Transp Res Part A Policy Pract 54:141–154

    Article  Google Scholar 

  17. Landis BW, Vattikuti VR, Ottenberg RM, McLeod DS, Guttenplan M (2001) Modeling the roadside walking environment: pedestrian level of service. Transp Res Rec 1773(1):82–88

    Article  Google Scholar 

  18. Christopoulou P, Pitsiava-Latinopoulou M (2012) Development of a model for the estimation of pedestrian level of service in Greek urban areas. Procedia Soc Behav Sci 48:1691–1701

    Article  Google Scholar 

  19. Daniel BD, Nor SNM, Rohani MM, Prasetijo J, Aman MY, Ambak K (2016) Pedestrian footpath level of service (FOOT-LOS) model for Johor Bahru. In: MATEC web of conferences. EDP sciences, vol 47, pp 03006

  20. Nikiforiadis A, Basbas S (2019) Can pedestrians and cyclists share the same space? The case of a city with low cycling levels and experience. Sustain Cit Soc 46:101453

    Article  Google Scholar 

  21. Bivina GR, Parida M (2019) Modelling perceived pedestrian level of service of sidewalks: a structural equation approach. Transport 34(3):339–350

    Article  Google Scholar 

  22. Georgiou A, Skoufas A, Basbas S (2021) Perceived pedestrian level of service in an urban central network: the case of a medium size Greek city. Case Stud Transp Policy 9(2):889–905

    Article  Google Scholar 

  23. Kang K, Lee K (2012) Development of a bicycle level of service model from the user’s perspective. KSCE J Civ Eng 16(6):1032–1039

    Article  Google Scholar 

  24. Majumdar BB, Mitra S (2018) Development of level of service criteria for evaluation of bicycle suitability. J Urban Plann Dev 144(2):04018012

    Article  Google Scholar 

  25. Beura SK, Kumar KV, Suman S, Bhuyan PK (2020) Service quality analysis of signalized intersections from the perspective of bicycling. J Transp Health 16:100827

    Article  Google Scholar 

  26. Barrero GA, Rodriguez-Valencia A (2021) Asking the user: a perceptional approach for bicycle infrastructure design. Int J Sustain Transp 16(3):246–257

    Article  Google Scholar 

  27. Ben-Akiva ME, Lerman SR, Lerman SR (1985) Discrete choice analysis: theory and application to travel demand, vol 9. MIT Press, Cambridge

    Google Scholar 

  28. Kockelman KM, Kweon YJ (2002) Driver injury severity: an application of ordered probit models. Accid Anal Prev 34(3):313–321

    Article  Google Scholar 

  29. Jensen M (1999) Passion and heart in transport—a sociological analysis on transport behaviour. Transp Policy 6(1):19–33

    Article  Google Scholar 

  30. Powell J (1982) Effects of rail-highway grade crossings on highway users. Transp Res Rec 841:21–28

    Google Scholar 

  31. Khattak A, Luo Z (2011) Pedestrian and bicyclist violations at highway–rail grade crossings. Transp Res Rec 2250(1):76–82

    Article  Google Scholar 

  32. Pan F, Zhang L, Lu J (2008) Unsignalized intersection level of service based on safety. In: Traffic and transportation studies, pp 645–652

  33. Kang L, **ong Y, Mannering FL (2013) Statistical analysis of pedestrian perceptions of sidewalk level of service in the presence of bicycles. Transp Res Part A Policy Pract 53:10–21

    Article  Google Scholar 

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Correspondence to Smruti Sourava Mohapatra.

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Vivek, A.K., Mohapatra, S.S. & Padhi, A. Level of Service Criteria of Rail Road Grade Crossing Based on the Perceptions of Motorist and Non-motorist. Transp. in Dev. Econ. 10, 19 (2024). https://doi.org/10.1007/s40890-024-00209-x

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