Long term performance of existing portland cement concrete pavement sections – case study
This paper presents the performance of seventeen rigid pavements made of Portland Cement Concrete (PCC) located in the State of Ohio, USA. The Falling Weight Deflectometer (FWD) testing method was used in a total of 58 km of PCC pavement sections to assess the pavement structural condition. Each sec...
- Autores:
-
Sargand, Shad M.
Vega-Posada, Carlos A.
Arboleda-Monsalve, Luís G.
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2014
- Institución:
- Universidad Nacional de Colombia
- Repositorio:
- Universidad Nacional de Colombia
- Idioma:
- spa
- OAI Identifier:
- oai:repositorio.unal.edu.co:unal/71866
- Acceso en línea:
- https://repositorio.unal.edu.co/handle/unal/71866
http://bdigital.unal.edu.co/36338/
- Palabra clave:
- Pavement
Rehabilitation
Rigid Pavements
Testing Methods
Field Tests
Pavement Rating
Falling Weight Deflectometer.
- Rights
- openAccess
- License
- Atribución-NoComercial 4.0 Internacional
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Atribución-NoComercial 4.0 InternacionalDerechos reservados - Universidad Nacional de Colombiahttp://creativecommons.org/licenses/by-nc/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Sargand, Shad M.1e5b2fe1-3a36-47b8-a301-029747367125300Vega-Posada, Carlos A.f2d4e28a-4aac-46d3-8352-6b0e48b0ad6e300Arboleda-Monsalve, Luís G.70387200-630c-4463-805b-fcd60ea56f4d3002019-07-03T14:42:12Z2019-07-03T14:42:12Z2014-01-13https://repositorio.unal.edu.co/handle/unal/71866http://bdigital.unal.edu.co/36338/This paper presents the performance of seventeen rigid pavements made of Portland Cement Concrete (PCC) located in the State of Ohio, USA. The Falling Weight Deflectometer (FWD) testing method was used in a total of 58 km of PCC pavement sections to assess the pavement structural condition. Each section is classified as excellent, good, fair, or poor based on the normalized deflections obtained from FWD tests, spreadability, load transfer, and joint support ratio parameters. The overall performance of the analyzed sections is from good to excellent. The field testing methodology along with the performance data analyses presented in this publication are a valuable tool to evaluate the actual structural condition of pavements and as a result short or medium term rehabilitation programs can be issued to ensure the serviceability of the pavement.application/pdfspaUniversidad Nacional de Colombia Sede Medellínhttp://revistas.unal.edu.co/index.php/dyna/article/view/36981Universidad Nacional de Colombia Revistas electrónicas UN DynaDynaDYNA; Vol. 81, núm. 183 (2014); 40-48 Dyna; Vol. 81, núm. 183 (2014); 40-48 2346-2183 0012-7353Sargand, Shad M. and Vega-Posada, Carlos A. and Arboleda-Monsalve, Luís G. (2014) Long term performance of existing portland cement concrete pavement sections – case study. DYNA; Vol. 81, núm. 183 (2014); 40-48 Dyna; Vol. 81, núm. 183 (2014); 40-48 2346-2183 0012-7353 .Long term performance of existing portland cement concrete pavement sections – case studyArtículo de revistainfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1http://purl.org/coar/version/c_970fb48d4fbd8a85Texthttp://purl.org/redcol/resource_type/ARTPavementRehabilitationRigid PavementsTesting MethodsField TestsPavement RatingFalling Weight Deflectometer.ORIGINAL36981-194749-1-PB.pdfapplication/pdf1031134https://repositorio.unal.edu.co/bitstream/unal/71866/1/36981-194749-1-PB.pdfb8cdf2753d158155e361e2b9d6871569MD51THUMBNAIL36981-194749-1-PB.pdf.jpg36981-194749-1-PB.pdf.jpgGenerated Thumbnailimage/jpeg9623https://repositorio.unal.edu.co/bitstream/unal/71866/2/36981-194749-1-PB.pdf.jpged625e0267260b1f196885de5522a7b6MD52unal/71866oai:repositorio.unal.edu.co:unal/718662023-06-20 23:03:25.999Repositorio Institucional Universidad Nacional de Colombiarepositorio_nal@unal.edu.co |
| dc.title.spa.fl_str_mv |
Long term performance of existing portland cement concrete pavement sections – case study |
| title |
Long term performance of existing portland cement concrete pavement sections – case study |
| spellingShingle |
Long term performance of existing portland cement concrete pavement sections – case study Pavement Rehabilitation Rigid Pavements Testing Methods Field Tests Pavement Rating Falling Weight Deflectometer. |
| title_short |
Long term performance of existing portland cement concrete pavement sections – case study |
| title_full |
Long term performance of existing portland cement concrete pavement sections – case study |
| title_fullStr |
Long term performance of existing portland cement concrete pavement sections – case study |
| title_full_unstemmed |
Long term performance of existing portland cement concrete pavement sections – case study |
| title_sort |
Long term performance of existing portland cement concrete pavement sections – case study |
| dc.creator.fl_str_mv |
Sargand, Shad M. Vega-Posada, Carlos A. Arboleda-Monsalve, Luís G. |
| dc.contributor.author.spa.fl_str_mv |
Sargand, Shad M. Vega-Posada, Carlos A. Arboleda-Monsalve, Luís G. |
| dc.subject.proposal.spa.fl_str_mv |
Pavement Rehabilitation Rigid Pavements Testing Methods Field Tests Pavement Rating Falling Weight Deflectometer. |
| topic |
Pavement Rehabilitation Rigid Pavements Testing Methods Field Tests Pavement Rating Falling Weight Deflectometer. |
| description |
This paper presents the performance of seventeen rigid pavements made of Portland Cement Concrete (PCC) located in the State of Ohio, USA. The Falling Weight Deflectometer (FWD) testing method was used in a total of 58 km of PCC pavement sections to assess the pavement structural condition. Each section is classified as excellent, good, fair, or poor based on the normalized deflections obtained from FWD tests, spreadability, load transfer, and joint support ratio parameters. The overall performance of the analyzed sections is from good to excellent. The field testing methodology along with the performance data analyses presented in this publication are a valuable tool to evaluate the actual structural condition of pavements and as a result short or medium term rehabilitation programs can be issued to ensure the serviceability of the pavement. |
| publishDate |
2014 |
| dc.date.issued.spa.fl_str_mv |
2014-01-13 |
| dc.date.accessioned.spa.fl_str_mv |
2019-07-03T14:42:12Z |
| dc.date.available.spa.fl_str_mv |
2019-07-03T14:42:12Z |
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Artículo de revista |
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http://purl.org/coar/resource_type/c_2df8fbb1 |
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info:eu-repo/semantics/article |
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https://repositorio.unal.edu.co/handle/unal/71866 |
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http://bdigital.unal.edu.co/36338/ |
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https://repositorio.unal.edu.co/handle/unal/71866 http://bdigital.unal.edu.co/36338/ |
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spa |
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spa |
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http://revistas.unal.edu.co/index.php/dyna/article/view/36981 |
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Universidad Nacional de Colombia Revistas electrónicas UN Dyna Dyna |
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DYNA; Vol. 81, núm. 183 (2014); 40-48 Dyna; Vol. 81, núm. 183 (2014); 40-48 2346-2183 0012-7353 |
| dc.relation.references.spa.fl_str_mv |
Sargand, Shad M. and Vega-Posada, Carlos A. and Arboleda-Monsalve, Luís G. (2014) Long term performance of existing portland cement concrete pavement sections – case study. DYNA; Vol. 81, núm. 183 (2014); 40-48 Dyna; Vol. 81, núm. 183 (2014); 40-48 2346-2183 0012-7353 . |
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Derechos reservados - Universidad Nacional de Colombia |
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http://purl.org/coar/access_right/c_abf2 |
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Atribución-NoComercial 4.0 Internacional |
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http://creativecommons.org/licenses/by-nc/4.0/ |
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info:eu-repo/semantics/openAccess |
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Universidad Nacional de Colombia Sede Medellín |
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