Assessment of Road Safety Through Geometric Design Analysis: The Case of Sagonsongan Diversion Road in Marawi City
Jalaloden Motalib | Nassib U.H Nasser | Jamshed D. Mangacop | Abdul Warith M. Mamaingco
Discipline: Civil Engineering
Abstract:
This study critically assessed the impact of geometric design on road safety. This assessment was
based on a detailed analysis of the case of Sagonsongan Diversion Road in Marawi City, the Philippines.
Applying quantitative methods such as a survey using Real-Time Kinematics and software-based road
designing using AutoCAD Civil 3D, the study thoroughly analyzed the geometric design elements of the
road, such as horizontal alignment, vertical alignment, and superelevation. Thus, the study showed that all
geometric features were highly inconsistent with the safety standards. In particular, the high curve radius
and slope aspect ratio significantly increase the risk of traffic incidents. The evaluation of two key curve
sections has demonstrated that the road's overall geometric design directly affects drivers' ability to keep
their cars stable. To eliminate the risk of traffic wretchedness, this study has suggested several corrective
measures, including redesigning the road to adjust the geometrical aspects to safe norms, setting accurately
calculated speed limits, reinstalling road signs, and conducting continuous safety checks. These measures
will help to bring the Sagonsongan Diversion Road’s design to the level of established safety standards and
decrease possible incidents to the minimum. The study has provided important findings on the relevance of
established road designing principles to road safety. This work can be useful for the existing discussion
regarding engineering and policy measures that should be considered to enhance road safety, especially in
countries with developing economies. This study has also illustrated the importance of continued geometric
design assessment in ensuring road safety and adapting the safety requirements to the dynamic needs of
road users.
References:
- Alghafli, A., Mohamad, E., & Ahmed, A. Z. (2021). The effect of geometric road conditions on safety performance of abu dhabi road intersections. Safety, 7(4), 73. https://doi.org/10.3390/safety7040073
- Aoun, J., Apostoleris, K., Psarianos, B., & Choueiri, E. M. (2017). Operational and safety performance investigation of skew superelevation runoff. Transportation Research Record: Journal of the Transportation Research Board, 2638(1), 35-44. https://doi.org/10.3141/2638-05
- Archilla, R., & Morrall, J. (1996). Traffic characteristics on two-lane highway downgrades. Transportation Research Part A: Policy and Practice, 30(2), 119–133. https://doi.org/10.1016/0965-8564(95)00019-4
- Brenac, T. (1996). Safety at curves and road geometry standards in some European countries. Transportation Research Record, 1523(1), 99–106. https://doi.org/10.1177/0361198196152300112
- Charlton, S.G. (2007). The role of attention in horizontal curves: A comparison of advance warning, delineation, and road marking treatments. Accident Analysis and Prevention, 39(5), 873–885. https://doi.org/10.1016/j.aap.2006.12.007
- Douglas, W., Joseph, E., & Keith, K. (2000). Operational and safety effects of highway geometrics at the turn of the millennium and beyond.TRB, National Research Council, Washington, D.C.
- Elvik, R. (2013). A before–after study of the effects on safety of environmental speed limits in the city of Oslo, Norway. Safety Science, 55, 10–16. https://doi.org/10.1016/j.ssci.2012.12.007
- Fambro, D. B., K. Fitzpatrick, and R. J. Koppa. (1997). NCHRP Report 400: Determination of Stopping Sight Distances. Transportation Research Board, National Research Council. Washington, DC.
- Hummer, J.E., Rasdorf, W., Findley, D.J., Zegeer, C.V., & Sundstrom, C.A. (2010). Curve collisions: road and collision characteristics and countermeasures. Journal of Transportation Safety and Security, 2(3), 203–220. http://dx.doi.org/10.1080/19439961003734880
- Islam, M. H., Law, T. H., Hamid, H., & Azarkerdar, A. (2019). Relationship of accident rates and road geometric design. IOP Conference Series: Earth and Environmental Science, 357(1), 012040. https://doi.org/10.1088/1755-1315/357/1/012040
- Liu, Y., Zhao, X., Li, J., Bian, Y., & Ma, J. (2021). Effectiveness of warning piles on driving behavior on the curve of low-grade highway. Transportation Research Record: Journal of the Transportation Research Board, 2675(8), 76-92. https://doi.org/10.1177/0361198121996358
- Morris, C. M., & Donnell, E. T. (2014). Passenger car and truck operating speed models on multilane highways with combinations of horizontal curves and steep grades. Journal of Transportation Engineering, 140(11), Article 04014058. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000715
- Pham, B. (2023). Case study of superelevation design at an expressway interchange by using adscivil road software. Iop Conference Series Materials Science and Engineering, 1289(1), 012058. https://doi.org/10.1088/1757-899x/1289/1/012058
- Retting, R.A., Weinstein, H.B., and Solomon, M. (2003). Analysis of motor-vehicle crashes at stop signs in four US cities. Journal of Safety Research. 34(5), 485-9. https://doi.org/10.106/j.jsr.2003.05.001.
- Wang, L., Cheng, J. C., & Zhang, Y. L. (2018). Reliability-Based Specification on Critical Length of Highway Sections with Near-Maximum Grade. KSCE Journal of Civil Engineering, 22(4), 1406–1417. https://doi.org/10.1007/s12205-017-0832-2
Full Text:
Note: Kindly Login or Register to gain access to this article.
ISSN 2984-8385 (Online)
ISSN 2984-8288 (Print)