Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/12409
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dc.contributor.authorGökalp, İslamen_US
dc.contributor.authorUz, Volkan Emreen_US
dc.contributor.authorSaltan, Mehmeten_US
dc.contributor.authorTepe, Mehtapen_US
dc.date.accessioned2022-08-24T13:43:35Z-
dc.date.available2022-08-24T13:43:35Z-
dc.date.issued2022-09-
dc.identifier.urihttp://dx.doi.org/10.1061/JPEODX.0000369-
dc.identifier.urihttps://hdl.handle.net/11147/12409-
dc.description.abstractFor the sale operation of vehicles, pavement should provide adequate skid resistance, which can be achieved by using high polishing-resistant aggregate in wearing courses. However, supplying high-quality aggregate is not always feasible due to high transportation costs. For this reason, a method called gritting was adapted to meet the Highway Technical Specification (HTS) of Turkey in 2013. According to the method, for certain parts of the country, the wearing course can be constructed with local aggregates that have minimum polished stone value (PSV) of 40 (PSV >= 40), but, in this case, the surface must be covered with a high polishing-resistant aggregate (PSV >= 50), after the rollers' first pass. The objective of this study was to improve the present gritting method by investigating the effect of grit parameters on pavement performance under real traffic conditions. In this regard, during its construction, the wearing course of 0-51 Highway was gritted with different aggregate types (slags and natural), sizes (1-3; 1-5 mm), spreading amount (1.5; 2; 2.5 kg/m(2)), and spreading time (before and after the first pass of a roller) on eight test sections. Then, the macrotexture and skid resistance performance of these sections were evaluated under real traffic and environmental conditions for longer than 4 years. Changes in surface texture and skid resistance with respect to traffic were determined for each section. The results showed that higher skid resistance values were obtained at the sections gritted with metallurgical slags. Additionally, the sections gritted with 1-5 mm aggregates had better skid resistance than those gritted with 1-3 mm, while the change in mean texture depths were not very significant.en_US
dc.language.isoenen_US
dc.publisherAmerican Society of Civil Engineers (ASCE)en_US
dc.relation.ispartofJournal of Transportation Engineering Part B: Pavementsen_US
dc.rightsinfo:eu-repo/semantics/embargoedAccessen_US
dc.subjectGrittingen_US
dc.subjectSurface textureen_US
dc.subjectSkid resistanceen_US
dc.subjectSustainabilityen_US
dc.titleSite assessment of surface texture and skid resistance by varying the grit parameters of an SMAen_US
dc.typeArticleen_US
dc.authorid0000-0002-9328-4756en_US
dc.institutionauthorUz, Volkan Emreen_US
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.wosWOS:000825733000008en_US
dc.identifier.scopus2-s2.0-85129131171en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.doi10.1061/JPEODX.0000369-
dc.contributor.affiliationBatman Üniversitesien_US
dc.contributor.affiliationIzmir Institute of Technologyen_US
dc.contributor.affiliationSüleyman Demirel Üniversitesien_US
dc.relation.issn2573-5438en_US
dc.description.volume148en_US
dc.description.issue3en_US
dc.identifier.scopusqualityQ2-
item.grantfulltextopen-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.fulltextWith Fulltext-
item.languageiso639-1en-
item.openairetypeArticle-
item.cerifentitytypePublications-
crisitem.author.dept03.03. Department of Civil Engineering-
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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