Publication:
Development of Pavement Performance Prediction Model for Bituminous Hot Mix Asphalt on Interurban Road Networks

dc.contributor.authorKirbas, Ufuk
dc.contributor.authorKarasahin, Mustafa
dc.contributor.authorUnal, Emine Nazan
dc.contributor.authorKomut, Muhammet
dc.contributor.authorDemir, Birol
dc.contributor.authorOcal, Kivilcim
dc.date.accessioned2020-06-21T13:26:53Z
dc.date.available2020-06-21T13:26:53Z
dc.date.issued2017
dc.departmentOMÜen_US
dc.department-temp[Kirbas, Ufuk] Ondokuz Mayis Univ, Muhendisl Fak, Insaat Muhendisligi Bolumu, Samsun, Turkey -- [Karasahin, Mustafa] Istanbul Gelisim Univ, Muhendisl & Mimarl Fak, Insaat Muhendisligi Bolumu, Istanbul, Turkey -- [Unal, Emine Nazan -- Komut, Muhammet -- Demir, Birol -- Ocal, Kivilcim] Karayollari Genel Mudurlugu, Arastirma & Gelistirme Dairesi Baskanligi, Ankara, Turkey --en_US
dc.description.abstractThe correct prediction of the deterioration of bituminous hot mix asphalt (HMA), which is a significant substructure investment for roads, is an indispensable element in the correct sorting of the budget allocated for maintenance and repair. This study has developed a pavement performance prediction model for state roads and intercity roads hot mix asphalt (HMA) coated under the responsibility of General Directorate of Highways (KGM) for capable of performance forecast for next year. International roughness index (IRI) were used as a performance indicator of pavements. Pavement condition index (PCI) of the road sections (year of construction of the road known by KGM), using existing pavement distresses data by PAVER system, were obtained. The prediction performance model was developed depending on the age and PCI of the road sections using deterministic regression model technique. Then, mathematical relationship was determined between PCI and IRI on the same road section. The obtained mathematical relationship is integrated into the prediction performance model. A prediction model determines the pavements IRI values for the coming years, based on independent variables of measured IRI value and year's estimated performance, were obtained. The accuracy of the IRI deterioration prediction model was controlled by the data sets not used in the modeling studies.en_US
dc.identifier.doi10.5505/pajes.2016.63497
dc.identifier.endpage725en_US
dc.identifier.issn1300-7009
dc.identifier.issn2147-5881
dc.identifier.issue6en_US
dc.identifier.startpage718en_US
dc.identifier.urihttps://doi.org/10.5505/pajes.2016.63497
dc.identifier.urihttps://hdl.handle.net/20.500.12712/12657
dc.identifier.volume23en_US
dc.identifier.wosWOS:000443171200010
dc.language.isotren_US
dc.publisherPamukkale Univen_US
dc.relation.journalPamukkale University Journal of Engineering Sciences-Pamukkale Universitesi Muhendislik Bilimleri Dergisien_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectFlexible Pavementen_US
dc.subjectDeterioration Modelen_US
dc.subjectPerformance Predictionen_US
dc.subjectPCIen_US
dc.subjectIRIen_US
dc.titleDevelopment of Pavement Performance Prediction Model for Bituminous Hot Mix Asphalt on Interurban Road Networksen_US
dc.typeArticleen_US
dspace.entity.typePublication

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