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    Development of Performance Criteria for Korean Pavement Warranty Specification

    Source: Journal of Performance of Constructed Facilities:;2014:;Volume ( 028 ):;issue: 002
    Author:
    Jin-Hoon
    ,
    Jeong
    ,
    Jin-Sun
    ,
    Lim
    ,
    Young-Chan
    ,
    Suh
    ,
    Jeong-Hee
    ,
    Nam
    DOI: 10.1061/(ASCE)CF.1943-5509.0000405
    Publisher: American Society of Civil Engineers
    Abstract: Existing road pavement specifications require that contractors meet only certain material and construction conditions regardless of pavement life. However, performance-based warranty specifications guarantee preservation of the product and designate responsibility for repair of defects to contractors. The warranty contracts and specifications for pavements used since the 1960s in Europe have been adopted in several states of the United States based on state-specific needs, and they have also been used in construction projects. In this study, the performance criteria of warranty specifications in Europe and the United States were investigated to develop performance criteria appropriate for Korea. Automated pavement survey equipment was used to inspect and evaluate indicators of pavement performance with regard to certain performance criteria. Each area of pavement was divided into 2-km sections, which were then subdivided into four 500-m segments. Among the numerous possible indicators, cracking, rutting, international roughness index (IRI), and surface defects (e.g., raveling, bleeding, and microcracking) were selected as performance indicators of asphalt pavement, whereas cracking, IRI, spalling, and D-cracking were selected for concrete pavement. Pavement management system (PMS) data from expressways and national highways were collected and analyzed at a 95th percentile confidence level to determine threshold values of the performance indicators. Warranty periods were also determined for newly constructed asphalt and concrete pavements, as well as asphalt overlay pavement. Remedial actions for the performance indicators were also suggested. Performance indicators and threshold values were evaluated by examining the asphalt overlay sections of national highways constructed between 2005 and 2007. As a result, conclusions were drawn about reasonable performance criteria appropriate for Korea.
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      Development of Performance Criteria for Korean Pavement Warranty Specification

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    http://yetl.yabesh.ir/yetl1/handle/yetl/58007
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    contributor authorJin-Hoon
    contributor authorJeong
    contributor authorJin-Sun
    contributor authorLim
    contributor authorYoung-Chan
    contributor authorSuh
    contributor authorJeong-Hee
    contributor authorNam
    date accessioned2017-05-08T21:38:01Z
    date available2017-05-08T21:38:01Z
    date copyrightApril 2014
    date issued2014
    identifier other%28asce%29cf%2E1943-5509%2E0000410.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/58007
    description abstractExisting road pavement specifications require that contractors meet only certain material and construction conditions regardless of pavement life. However, performance-based warranty specifications guarantee preservation of the product and designate responsibility for repair of defects to contractors. The warranty contracts and specifications for pavements used since the 1960s in Europe have been adopted in several states of the United States based on state-specific needs, and they have also been used in construction projects. In this study, the performance criteria of warranty specifications in Europe and the United States were investigated to develop performance criteria appropriate for Korea. Automated pavement survey equipment was used to inspect and evaluate indicators of pavement performance with regard to certain performance criteria. Each area of pavement was divided into 2-km sections, which were then subdivided into four 500-m segments. Among the numerous possible indicators, cracking, rutting, international roughness index (IRI), and surface defects (e.g., raveling, bleeding, and microcracking) were selected as performance indicators of asphalt pavement, whereas cracking, IRI, spalling, and D-cracking were selected for concrete pavement. Pavement management system (PMS) data from expressways and national highways were collected and analyzed at a 95th percentile confidence level to determine threshold values of the performance indicators. Warranty periods were also determined for newly constructed asphalt and concrete pavements, as well as asphalt overlay pavement. Remedial actions for the performance indicators were also suggested. Performance indicators and threshold values were evaluated by examining the asphalt overlay sections of national highways constructed between 2005 and 2007. As a result, conclusions were drawn about reasonable performance criteria appropriate for Korea.
    publisherAmerican Society of Civil Engineers
    titleDevelopment of Performance Criteria for Korean Pavement Warranty Specification
    typeJournal Paper
    journal volume28
    journal issue2
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0000405
    treeJournal of Performance of Constructed Facilities:;2014:;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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