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    Aggregate Spatial Analysis of Design Reliability to Sight Distance Requirements: Assessing Reliability of Transportation Infrastructure on a Network Level

    Source: Journal of Infrastructure Systems:;2022:;Volume ( 028 ):;issue: 002::page 04022003
    Author:
    Suliman Gargoum
    ,
    Amr Shalkamy
    ,
    Karim El-Basyouny
    DOI: 10.1061/(ASCE)IS.1943-555X.0000673
    Publisher: ASCE
    Abstract: Assessing the reliability and resiliency of transportation infrastructure is critical to improving the safety and sustainability of roadways. Such information, particularly when available on a network level helps transportation agencies identify vulnerable locations on their road network and make more informed decisions when managing infrastructure and when introducing design improvements. To that end, many design experts have promoted integrating the risk of failure of roadway design elements to satisfy road user demand (i.e., reliability measures) into the highway design process. In fact, previous work has established a link between design reliability and safety. Although exploring such relationships provides extremely valuable insights on the impacts of meeting or deviating from design requirements, it does not provide much information on where the most (and least) reliable road segments exist on a network. To overcome these critical shortcomings, this paper proposes the adoption of hot spot analysis and spatial interpolation to assess reliability of compliance with sight distance requirements on an aggregate network level. Light Detection and Ranging (LiDAR) data was first used to quantify available sight distance on 220 curved segments, and design reliability to sight distance requirements was then assessed at each location. Hot spot analysis and spatial interpolation using the inverse distance weighting method were then employed to identify regions of the Alberta road network where low or high design reliability existed or could be expected. The analysis revealed that the highest-risk regions on the Alberta highway network existed in areas of mountainous in the western region of the province as well as areas of rolling terrain in south Calgary. In contrast, it was found that curved road segments in the prairie region had a significantly higher design reliability to sight distance. The clustering of unreliable roadway segments in mountainous regions and regions of rolling terrain indicates that more effort is required to improve design reliability in those regions. Such important inferences are only possible when conducting an aggregate reliability assessment such as the one proposed in this paper.
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      Aggregate Spatial Analysis of Design Reliability to Sight Distance Requirements: Assessing Reliability of Transportation Infrastructure on a Network Level

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    contributor authorSuliman Gargoum
    contributor authorAmr Shalkamy
    contributor authorKarim El-Basyouny
    date accessioned2022-05-07T19:51:05Z
    date available2022-05-07T19:51:05Z
    date issued2022-02-03
    identifier other(ASCE)IS.1943-555X.0000673.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4281733
    description abstractAssessing the reliability and resiliency of transportation infrastructure is critical to improving the safety and sustainability of roadways. Such information, particularly when available on a network level helps transportation agencies identify vulnerable locations on their road network and make more informed decisions when managing infrastructure and when introducing design improvements. To that end, many design experts have promoted integrating the risk of failure of roadway design elements to satisfy road user demand (i.e., reliability measures) into the highway design process. In fact, previous work has established a link between design reliability and safety. Although exploring such relationships provides extremely valuable insights on the impacts of meeting or deviating from design requirements, it does not provide much information on where the most (and least) reliable road segments exist on a network. To overcome these critical shortcomings, this paper proposes the adoption of hot spot analysis and spatial interpolation to assess reliability of compliance with sight distance requirements on an aggregate network level. Light Detection and Ranging (LiDAR) data was first used to quantify available sight distance on 220 curved segments, and design reliability to sight distance requirements was then assessed at each location. Hot spot analysis and spatial interpolation using the inverse distance weighting method were then employed to identify regions of the Alberta road network where low or high design reliability existed or could be expected. The analysis revealed that the highest-risk regions on the Alberta highway network existed in areas of mountainous in the western region of the province as well as areas of rolling terrain in south Calgary. In contrast, it was found that curved road segments in the prairie region had a significantly higher design reliability to sight distance. The clustering of unreliable roadway segments in mountainous regions and regions of rolling terrain indicates that more effort is required to improve design reliability in those regions. Such important inferences are only possible when conducting an aggregate reliability assessment such as the one proposed in this paper.
    publisherASCE
    titleAggregate Spatial Analysis of Design Reliability to Sight Distance Requirements: Assessing Reliability of Transportation Infrastructure on a Network Level
    typeJournal Paper
    journal volume28
    journal issue2
    journal titleJournal of Infrastructure Systems
    identifier doi10.1061/(ASCE)IS.1943-555X.0000673
    journal fristpage04022003
    journal lastpage04022003-10
    page10
    treeJournal of Infrastructure Systems:;2022:;Volume ( 028 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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