Analysis of Speeding and Crashes on Bridges in Mugling to Narayanghat Highway Segment in Nepal

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Authors Abstract
Content
Driving speed affects road safety, impacting crash severity and the likelihood of involvement in accidents on highway bridges. However, their impacts remain unclear due to inconsistent topography and consideration of crash types. This study aimed to identify the status of accidents and factors associated with accidents occurring on bridges along the Mugling to Narayanghat highway segment in Nepal. The study area involves the selected highway segment stretching from Aptari junction (CH: 2+42) to Mugling junction (CH: 35+677). Spanning 33.25 km, the road traverses through both hilly and Terai regions. The study employs descriptive and correlation statistics to analyze crash data from 2018 to 2023, aiming to achieve its research objectives. The study reveals overspeeding as the primary cause of crashes, notably head-on and rear-end collisions. Two-wheelers frequently exceed the speed limit of 40 km/h limit (29–88 km/h), and four-wheelers do similarly (18–81 km/h), leading to overspeeding crashes. Trucks are most involved in incidents, followed by microbuses and cars. Head-on collisions dominate at bridges, followed by rear-end, sideswipe, and runoff collisions. Multivehicle incidents outnumber single-vehicle ones. Damaged railings, barriers, and guardrails significantly contribute to severe accidents, necessitating urgent repairs and new installations for improved bridge safety. Poor road conditions and roadside hazards also worsened dangers, highlighting the importance of road infrastructure maintenance and speed limit enforcement.
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DOI
https://doi.org/10.4271/09-13-01-0002
Pages
8
Citation
Giri, O., Shahi, P., and Kunwar, D., "Analysis of Speeding and Crashes on Bridges in Mugling to Narayanghat Highway Segment in Nepal," SAE Int. J. Trans. Safety 13(1), 2025, https://doi.org/10.4271/09-13-01-0002.
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Publisher
Published
Mar 03
Product Code
09-13-01-0002
Content Type
Journal Article
Language
English