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    Impact of Environmental Factors on the Condition Rating of Concrete Bridge Decks Using Statistical-Distribution Methods

    Source: Practice Periodical on Structural Design and Construction:;2021:;Volume ( 026 ):;issue: 003::page 04021014-1
    Author:
    Aqeed Mohsin Chyad
    ,
    Osama Abudayyeh
    DOI: 10.1061/(ASCE)SC.1943-5576.0000578
    Publisher: ASCE
    Abstract: Keeping bridges in good condition during their service lives continues to be a challenge. Additionally, the condition assessment of concrete bridge decks is complicated as it is influenced by several factors. Environmental factors are among the main reasons behind the deterioration of concrete bridge decks. Therefore, studying the impact of environmental factors is a significant part of the condition assessment of concrete bridge decks. In this study, the condition ratings of concrete bridge decks were used to investigate whether there is a universal model that can represent the impact of environmental factors on deterioration rates of concrete bridge decks in the US. The results showed that the best deterioration model varied from one state to another, and there was no universal statistical prediction model that can be developed for all states. Additionally, it was observed that the Weibull distribution method was the best model for the Southern, Southeast, and Western Regions, while the lognormal method was the best for the Northeast, Midwest, and High Plain regions. Furthermore, it was concluded that environmental factors have a significant impact on the deterioration of concrete bridge decks. This paper will help transportation network agencies better plan for the maintenance, rehabilitation, and reconstruction actions and funding. Additionally, it can help in establishing optimal guidelines to maintain bridges based on their climatic regions.
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      Impact of Environmental Factors on the Condition Rating of Concrete Bridge Decks Using Statistical-Distribution Methods

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4270265
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    contributor authorAqeed Mohsin Chyad
    contributor authorOsama Abudayyeh
    date accessioned2022-01-31T23:44:15Z
    date available2022-01-31T23:44:15Z
    date issued1/1/2021
    identifier other%28ASCE%29SC.1943-5576.0000578.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270265
    description abstractKeeping bridges in good condition during their service lives continues to be a challenge. Additionally, the condition assessment of concrete bridge decks is complicated as it is influenced by several factors. Environmental factors are among the main reasons behind the deterioration of concrete bridge decks. Therefore, studying the impact of environmental factors is a significant part of the condition assessment of concrete bridge decks. In this study, the condition ratings of concrete bridge decks were used to investigate whether there is a universal model that can represent the impact of environmental factors on deterioration rates of concrete bridge decks in the US. The results showed that the best deterioration model varied from one state to another, and there was no universal statistical prediction model that can be developed for all states. Additionally, it was observed that the Weibull distribution method was the best model for the Southern, Southeast, and Western Regions, while the lognormal method was the best for the Northeast, Midwest, and High Plain regions. Furthermore, it was concluded that environmental factors have a significant impact on the deterioration of concrete bridge decks. This paper will help transportation network agencies better plan for the maintenance, rehabilitation, and reconstruction actions and funding. Additionally, it can help in establishing optimal guidelines to maintain bridges based on their climatic regions.
    publisherASCE
    titleImpact of Environmental Factors on the Condition Rating of Concrete Bridge Decks Using Statistical-Distribution Methods
    typeJournal Paper
    journal volume26
    journal issue3
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)SC.1943-5576.0000578
    journal fristpage04021014-1
    journal lastpage04021014-9
    page9
    treePractice Periodical on Structural Design and Construction:;2021:;Volume ( 026 ):;issue: 003
    contenttypeFulltext
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