Relationship of present serviceability index for flexible and rigid pavement in urban road damage assessment using pavement condition index and international roughness index
Functional and structural failures in the pavement structure can be distinguished. The Road state Value measures the functional state of road pavements in managing flexible and stiff pavements for urban roadways in Indonesia. The pavement condition assessment is based on the unevenness of the paveme...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
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EDP Sciences
2023-01-01
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| Series: | E3S Web of Conferences |
| Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/66/e3sconf_iccim2023_03012.pdf |
| _version_ | 1797673492240400384 |
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| author | Isradi Muhammad Prasetijo Joewono Aden Thomas Setiabudi Rifai Andri Irfan |
| author_facet | Isradi Muhammad Prasetijo Joewono Aden Thomas Setiabudi Rifai Andri Irfan |
| author_sort | Isradi Muhammad |
| collection | DOAJ |
| description | Functional and structural failures in the pavement structure can be distinguished. The Road state Value measures the functional state of road pavements in managing flexible and stiff pavements for urban roadways in Indonesia. The pavement condition assessment is based on the unevenness of the pavement surface, rutting, and direct surface damage. This research aims to assess the worth of road damage on flexible and rigid pavements and establish a special relationship between Present Serviceability, International Roughness, and Pavement Condition Index. Direct observation in the field is utilized to obtain data on the different types of damage. According to the field survey data, the most common types of damage for flexible pavements were filled (56), followed by longitudinal cracks (18) for rigid pavements. PSI, IRI, and PCI models have a strong association, with the R2 value found to be acceptable. It shows a high correlation with scores above 90% for good, medium, and inferior roads. The resulting equations establish a strong link between IRI and PCI. Furthermore, the validation findings demonstrate that the model is entirely accurate. |
| first_indexed | 2024-03-11T21:45:12Z |
| format | Article |
| id | doaj.art-0cba5ece9ccc4e39b5201171d87bb0b6 |
| institution | Directory Open Access Journal |
| issn | 2267-1242 |
| language | English |
| last_indexed | 2024-03-11T21:45:12Z |
| publishDate | 2023-01-01 |
| publisher | EDP Sciences |
| record_format | Article |
| series | E3S Web of Conferences |
| spelling | doaj.art-0cba5ece9ccc4e39b5201171d87bb0b62023-09-26T10:12:13ZengEDP SciencesE3S Web of Conferences2267-12422023-01-014290301210.1051/e3sconf/202342903012e3sconf_iccim2023_03012Relationship of present serviceability index for flexible and rigid pavement in urban road damage assessment using pavement condition index and international roughness indexIsradi Muhammad0Prasetijo Joewono1Aden Thomas Setiabudi2Rifai Andri Irfan3Department of Civil Engineering, Universitas Mercu BuanaFaculty of Engineering Technology, Universiti Tun Hussein Onn MalaysiaDirectorate General of Highway, Ministry of Public Work & HousingFaculty of Engineering & Planning, Universitas Internasional BatamFunctional and structural failures in the pavement structure can be distinguished. The Road state Value measures the functional state of road pavements in managing flexible and stiff pavements for urban roadways in Indonesia. The pavement condition assessment is based on the unevenness of the pavement surface, rutting, and direct surface damage. This research aims to assess the worth of road damage on flexible and rigid pavements and establish a special relationship between Present Serviceability, International Roughness, and Pavement Condition Index. Direct observation in the field is utilized to obtain data on the different types of damage. According to the field survey data, the most common types of damage for flexible pavements were filled (56), followed by longitudinal cracks (18) for rigid pavements. PSI, IRI, and PCI models have a strong association, with the R2 value found to be acceptable. It shows a high correlation with scores above 90% for good, medium, and inferior roads. The resulting equations establish a strong link between IRI and PCI. Furthermore, the validation findings demonstrate that the model is entirely accurate.https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/66/e3sconf_iccim2023_03012.pdf |
| spellingShingle | Isradi Muhammad Prasetijo Joewono Aden Thomas Setiabudi Rifai Andri Irfan Relationship of present serviceability index for flexible and rigid pavement in urban road damage assessment using pavement condition index and international roughness index E3S Web of Conferences |
| title | Relationship of present serviceability index for flexible and rigid pavement in urban road damage assessment using pavement condition index and international roughness index |
| title_full | Relationship of present serviceability index for flexible and rigid pavement in urban road damage assessment using pavement condition index and international roughness index |
| title_fullStr | Relationship of present serviceability index for flexible and rigid pavement in urban road damage assessment using pavement condition index and international roughness index |
| title_full_unstemmed | Relationship of present serviceability index for flexible and rigid pavement in urban road damage assessment using pavement condition index and international roughness index |
| title_short | Relationship of present serviceability index for flexible and rigid pavement in urban road damage assessment using pavement condition index and international roughness index |
| title_sort | relationship of present serviceability index for flexible and rigid pavement in urban road damage assessment using pavement condition index and international roughness index |
| url | https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/66/e3sconf_iccim2023_03012.pdf |
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