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Modeling Geometric Design Consistency and Road Safety for Two-Lane Rural Highways in the West Bank, Palestine

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Abstract

This study investigates the effect of geometric design consistency on road safety in the West Bank. Studies have shown that operating speed, vehicle stability, alignment indices, and driver’s workload are the common consistency measures that might affect safety. A total of 118-km two-lane rural highways in the West Bank, Palestine, were studied based on limitations of available data. Comprehensive geometric and operating data for the selected highways obtained from field survey, maps, and official sources were used to investigate the effect of design consistency measures on road safety. Crashes for years 2008–2012, totaling 263, were used for model development using the generalized linear regression approach. Tested models were statistically significant at 95%, and adopted models showed acceptable levels of goodness of fit. The recommended model performed well across additional highway sections, additional years of data, validation of algorithm, and “%error” with a high linear correlation. The study adds to the evidence that several geometric design consistency measures contribute to roadway safety. The significant measures for the two-lane rural highways in the West Bank were segment length, traffic volume, difference between operating and design speeds, absolute difference in the 85th percentile speeds between successive design elements, and the ratio of individual curve radius to the average radius. The practical implication of this study, in addition to being able to predict crashes based on the recommended measures, highway designers should pay careful attention to inconsistent designs of two-lane rural highways to reduce their crash frequency.

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References

  1. Alexander, J.; Lunenfeld, H.: Driver Expectancy in Highway Design and Traffic Operations. Federal Highway Administration, Washington DC, US: Report, FHWA-TO-86-1 (1986)

  2. Castro, M.; Santos-Berbel, C.: Spatial analysis of geometric design consistency and road sight distance. Int. J. Geogr. Inf. Sci. 29(12). https://doi.org/10.1080/13658816.2015.1037304. (2015)

  3. Palestinian Central Bureau of Statistics: Statistics of Transport and Communications in the Palestinian Territories: Annual Report. Ramallah, Palestine (2013)

  4. Israeli Central Bureau of Statistics (PCBS): Annual Average Daily Traffic and Road Accidents with Casualties on Selected Road Sections. Tel Aviv, Israel (2012)

  5. Al-Sahili, K.; Dwaikat, M.; Abu-Eisheh, S.; Alhajyaseen, W.: Effectiveness of consistency measures in crash prediction models for two-lane highways in Palestine. Arab. J. Sci. Eng. https://doi.org/10.1007/s13369-018-3285-0. (2018)

  6. Lamm, R.; Psarianos, B.; Choueri, E.M.; Soilemezoglou, G.: A Practical safety approach to highway geometric design international case studies: Germany, Greece, Lebanon, and the United States. Transp. Res. Circ. J. Transp. Res. Board E-C003 9, 1–14 (1998)

    Google Scholar 

  7. Lamm, R.; Psarianos, B.; Mailaender, T.: Highway Design and Traffic Safety Engineering Handbook. McGraw-Hill Companies, New York (1999)

    Google Scholar 

  8. Poe, C.; Mason, J.: Analyzing influence of geometric design on operating speeds along low-speed urban streets: mixed model approach. Transp. Res. Rec. J. Transp. Res. Board 1737, 18–25 (2000)

    Article  Google Scholar 

  9. Montella, A.; Galante, F.; Mauriello, F.; Massimo, A.: Continuous speed profiles to investigate drivers’ behavior on two-lane rural highways. Transp. Res. Rec. 2512. https://doi.org/10.3141/2521-01. (2015)

  10. Luque, R.; Castro, M.: Highway geometric design consistency: speed models and local or global assessment. Int. J. Civ. Eng. 14(9), 347–355 (2016). https://doi.org/10.1007/s40999-016-0025-2

    Article  Google Scholar 

  11. Lamm, R.; Beck, A.; Ruscher, T.; Mailaender, T.; Cafiso, S.; La Cava, G.: How to Make Two Lane Rural Roads Safer. Witpress, Southampton (2007)

    Google Scholar 

  12. Easa, M.: Distributing superelevation to maximize highway design consistency. J. Transp. Eng. 129(2), 127–133 (2003)

    Article  Google Scholar 

  13. Anderson, I.B.; Bauer, K.M.; Harwood, D.W.; Fitzpatrick, K.: Relationship to safety of geometric design consistency measures for rural two-lane highways. Transp. Res. Rec. 1658, 43–51 (1999)

    Article  Google Scholar 

  14. Hassan, Y.; Sayed, T.; Tabernero, V.: Establishing a practical approach for design consistency evaluation. ASCE J. Transp. Eng. 127(4), 295–302 (2001)

    Article  Google Scholar 

  15. Fitzpatrick, K.; Wooldridge, M. D.; Tsimhoni, O.; Collins, J. N.; Green, P.; Bauer, K. M.; Parma, K. D.; Koppa, R.; Harwood, D. W.; Anderson, I.; Krammes, R. A.; Poggioli, B.: Alternative Design Consistency Rating Methods for Two-Lane Rural Highways. Washington DC, US: Federal Highway Administration, Report FHWA-RD-99-172 (2000)

  16. Messer, C.: Methodology for evaluating geometric design consistency. Facility design and operational effects. Transp. Res. Rec 757, 7–14 (1980)

    Google Scholar 

  17. Persaud, B.: Statistical Methods in Highway Safety Analysis: A Synthesis of Highway Safety Practice. National Research Council, Washington DC, US, NCHRP Synthesis 295 (2001)

  18. Sayed, T.; Rodriguez, F.: Accident prediction models for urban unsignalized intersections in British Columbia. Transp. Res. Rec. 1665, 93–99 (1999)

    Article  Google Scholar 

  19. Joanne, C.; Sayed, T.: Effect of geometric design consistency on road safety. Can. J. Civ. Eng. 31(2), 218–227 (2004)

    Article  Google Scholar 

  20. Neter, J.; Kutner, M.; Nachtsheim, C.; William, L.: Applied Linear Statistical Models. Irwin Professional Pub, Illinois (2004)

    Google Scholar 

  21. Lovegrove, G.; Sayed, T.: Using macro-level crash prediction models in road safety planning applications. Transp. Res. Rec. J. Transp. Res. Board 1950, 73–82 (2006)

    Article  Google Scholar 

  22. Prasetijo, J.; Zhang, G.; Zainal, Z.; Musa, W.; Guntor, N.: Performance level of road geometric design based on motorcycle —cars linear speed profile. In: International Congress and Exhibition “Sustainable Civil Infrastructures: Innovative Infrastructure Geotechnology.” GeoMEast 2017: Recent Developments in Railway Track and Transportation Engineering, pp. 40–50. (2017)

  23. Llopis-Castelló, D.; Bella, F.; Camacho-Torregrosa, F.; García, A.: New consistency model based on inertial operating speed profiles for road safety evaluation. J. Transp. Eng. Part A Syst. 144(4). https://ascelibrary.org/doi/pdf/10.1061/JTEPBS.0000126. (2018)

  24. Oh, J.; Lyon, C.; Washington, S.; Bared, J.: Validation of FHWA crash models for rural intersections: lessons learned. Transp. Res. Rec. J. Transp. Res. Board 1840(1), 41–49 (2003). https://doi.org/10.3141/1840-05

    Article  Google Scholar 

  25. Washington, S.; Persaud, B.; Lyon, C.; Jutaek, O.: Validation of Accident Models for Intersections. Federal Highway Administration, Washington DC, US, Report, FHWA-RD-03-037 (2005)

  26. NCHRP.: Appendixes to NCHRP Report 572: Roundabouts in the United States. Chapter: Appendix E Summary of Goodness-of-Fit Measures and Statistical Terms. NCHRP—Web Only Document 94, p. 115. https://www.nap.edu/read/21999/chapter/9. (2007)

  27. Fitzpatrick, K.; Elefteriadou, L.; Harwood, D.; Collins, J.; McFadden, J.; Anderson, I. B.; Krammes, R. A.; Irizarry, N.; Parma, K.; Bauer, K.; Passetti, K.: Speed Prediction for Two-Lane Rural Highways. Federal Highway Administration, Washington DC, US: Report FHWA-RD-99-171. (2000)

  28. Rabaya, R.; Daifi, S.; Zitawy, J.: Trans West Bank Highway. Un-published Graduation Project, An-Najah National University, Nablus, Palestine. (2012)

  29. Dwikat, M.: Modeling Relationship between Geometric Design Consistency and Road Safety for Two-Lane Rural Highways in the West Bank. Non-Published Thesis. An-Najah National University, Nablus, Palestine, p. 160. https://scholar.najah.edu/content/modeling-relationship-between-geometric-design-consistency-and-road-safety-two-lane-rural. (2014)

  30. Awatta, M.: Highway Design Consistency and Safety: Individual and Overall Evaluation Criteria. Carleton University, Ottawa (2003)

    Google Scholar 

  31. Ng, J.; Sayed, T.: Effect of geometric design consistency on road safety. Can. J. Civ. Eng. 31(2), 218–227 (2011). https://doi.org/10.1139/l03-090

    Article  Google Scholar 

  32. Bonneson, A.; McCoy, T.: Estimation of safety at two-way stop-controlled intersections on rural highways. Transp. Res. Rec. Natl. Res. Counc. 1401, 83–89 (1993)

    Google Scholar 

  33. Miaou, P.; Lu, A.; Lum, H.: Pitfalls of using \(\text{ R }^{2}\) to evaluate the goodness of fit of accident prediction models. Transp. Res. Rec. J. Transp. Res. Board 1542, 6–13 (1995)

    Article  Google Scholar 

  34. Sawalha, Z.; Sayed, T.: Traffic accident modeling: some statistical issues. Can. J. Civ. Eng. 33(9), 1115–1123 (2006)

    Article  Google Scholar 

  35. Salifu, M.: Analysis of Accident Potential at Unsignalised Urban Junctions in Ghana. Newcastle Upon Tyne University, Newcastle (2002)

    Google Scholar 

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Correspondence to Khaled Al-Sahili.

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Al-Sahili, K., Dwaikat, M. Modeling Geometric Design Consistency and Road Safety for Two-Lane Rural Highways in the West Bank, Palestine. Arab J Sci Eng 44, 4895–4909 (2019). https://doi.org/10.1007/s13369-018-3610-7

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  • DOI: https://doi.org/10.1007/s13369-018-3610-7

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