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    Evaluation of the Consistency of Bridge Inspection Ratings in New York State

    Source: Journal of Infrastructure Systems:;2021:;Volume ( 027 ):;issue: 003::page 04021016-1
    Author:
    Anil Kumar Agrawal
    ,
    Glenn Washer
    ,
    Sreenivas Alampalli
    ,
    Xu Gong
    ,
    Ran Cao
    DOI: 10.1061/(ASCE)IS.1943-555X.0000622
    Publisher: ASCE
    Abstract: Previous studies by the Federal Highway Administration (FHWA) have shown significant variability in the rating of bridge elements through visual inspection. In this study, a detailed evaluation of the consistency of inspection ratings of four representative bridges in New York State has been conducted, using inspection data reported by 21 inspection teams employed by the New York State Department of Transportation (NYSDOT). The bridge condition rating scale of NYSDOT ranges from 7 to 1, with 7 being new and 1 being in a failed condition. In addition, the NYSDOT assigns ratings 8 and 9 to cases “not applicable” and “condition and/or existence unknown,” respectively. In general, consistency is defined as “conformity with practices and procedures.” In this study, consistency of inspection of elements has been quantified as a percentage of inspectors that rated the bridge element within ±1 of the median rating for elements with ratings 7 to 1, or as a percentage of inspectors who have assigned a rating of 8 or 9 to elements expected to be rated 8 or 9. Based on the evaluation of the consistency of elements of the four bridges in the study, the results show that 96% of the elements have a consistency of at least 90%. Only seven elements have been identified to have a consistency of less than 90%. For elements whose rating was supposed to be 8, approximately 97% of the elements had a consistency of at least 90%, whereas, for elements whose rating was supposed to be 9, 91% of the elements were inspected with a consistency of at least 95%. Overall team consistency based on inspection of all elements was approximately 98%. The results imply that the NYSDOT bridge inspection and training programs are effective, as evidenced by the reporting of consistent bridge ratings by multiple inspection teams.
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      Evaluation of the Consistency of Bridge Inspection Ratings in New York State

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    contributor authorAnil Kumar Agrawal
    contributor authorGlenn Washer
    contributor authorSreenivas Alampalli
    contributor authorXu Gong
    contributor authorRan Cao
    date accessioned2022-01-31T23:27:37Z
    date available2022-01-31T23:27:37Z
    date issued9/1/2021
    identifier other%28ASCE%29IS.1943-555X.0000622.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269755
    description abstractPrevious studies by the Federal Highway Administration (FHWA) have shown significant variability in the rating of bridge elements through visual inspection. In this study, a detailed evaluation of the consistency of inspection ratings of four representative bridges in New York State has been conducted, using inspection data reported by 21 inspection teams employed by the New York State Department of Transportation (NYSDOT). The bridge condition rating scale of NYSDOT ranges from 7 to 1, with 7 being new and 1 being in a failed condition. In addition, the NYSDOT assigns ratings 8 and 9 to cases “not applicable” and “condition and/or existence unknown,” respectively. In general, consistency is defined as “conformity with practices and procedures.” In this study, consistency of inspection of elements has been quantified as a percentage of inspectors that rated the bridge element within ±1 of the median rating for elements with ratings 7 to 1, or as a percentage of inspectors who have assigned a rating of 8 or 9 to elements expected to be rated 8 or 9. Based on the evaluation of the consistency of elements of the four bridges in the study, the results show that 96% of the elements have a consistency of at least 90%. Only seven elements have been identified to have a consistency of less than 90%. For elements whose rating was supposed to be 8, approximately 97% of the elements had a consistency of at least 90%, whereas, for elements whose rating was supposed to be 9, 91% of the elements were inspected with a consistency of at least 95%. Overall team consistency based on inspection of all elements was approximately 98%. The results imply that the NYSDOT bridge inspection and training programs are effective, as evidenced by the reporting of consistent bridge ratings by multiple inspection teams.
    publisherASCE
    titleEvaluation of the Consistency of Bridge Inspection Ratings in New York State
    typeJournal Paper
    journal volume27
    journal issue3
    journal titleJournal of Infrastructure Systems
    identifier doi10.1061/(ASCE)IS.1943-555X.0000622
    journal fristpage04021016-1
    journal lastpage04021016-16
    page16
    treeJournal of Infrastructure Systems:;2021:;Volume ( 027 ):;issue: 003
    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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