Laboratory Evaluation of Asphalt Rubber Mixtures Using the Dynamic Modulus (E*)
Descripción del Articulo
For thirty years, the Arizona Department of Transportation has been adding crumb rubber to the asphalt concrete with remarkable performance. A primary objective of this study was to evaluate the laboratory performance of these mixtures by conducting the Dynamic Complex Modulus (E*) test. Field sampl...
Autores: | , , , |
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Formato: | artículo |
Fecha de Publicación: | 2003 |
Institución: | Universidad San Ignacio de Loyola |
Repositorio: | USIL-Institucional |
Lenguaje: | español |
OAI Identifier: | oai:repositorio.usil.edu.pe:20.500.14005/1460 |
Enlace del recurso: | https://hdl.handle.net/20.500.14005/1460 |
Nivel de acceso: | acceso abierto |
Materia: | Productos de hormigón Densidad |
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USIL-Institucional |
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dc.title.en.fl_str_mv |
Laboratory Evaluation of Asphalt Rubber Mixtures Using the Dynamic Modulus (E*) |
title |
Laboratory Evaluation of Asphalt Rubber Mixtures Using the Dynamic Modulus (E*) |
spellingShingle |
Laboratory Evaluation of Asphalt Rubber Mixtures Using the Dynamic Modulus (E*) Sotil Chávez, Andrés Productos de hormigón Densidad |
title_short |
Laboratory Evaluation of Asphalt Rubber Mixtures Using the Dynamic Modulus (E*) |
title_full |
Laboratory Evaluation of Asphalt Rubber Mixtures Using the Dynamic Modulus (E*) |
title_fullStr |
Laboratory Evaluation of Asphalt Rubber Mixtures Using the Dynamic Modulus (E*) |
title_full_unstemmed |
Laboratory Evaluation of Asphalt Rubber Mixtures Using the Dynamic Modulus (E*) |
title_sort |
Laboratory Evaluation of Asphalt Rubber Mixtures Using the Dynamic Modulus (E*) |
author |
Sotil Chávez, Andrés |
author_facet |
Sotil Chávez, Andrés Kaloush, Kamil Witczak, Matthew Way, George |
author_role |
author |
author2 |
Kaloush, Kamil Witczak, Matthew Way, George |
author2_role |
author author author |
dc.contributor.author.fl_str_mv |
Sotil Chávez, Andrés Kaloush, Kamil Witczak, Matthew Way, George |
dc.subject.es_ES.fl_str_mv |
Productos de hormigón Densidad |
topic |
Productos de hormigón Densidad |
description |
For thirty years, the Arizona Department of Transportation has been adding crumb rubber to the asphalt concrete with remarkable performance. A primary objective of this study was to evaluate the laboratory performance of these mixtures by conducting the Dynamic Complex Modulus (E*) test. Field samples of two Asphalt Rubber (AR) mixtures were used: Asphalt-Rubber- Asphalt-Concrete-Gap-Graded, and Asphalt-Rubber-Asphalt-Concrete-Friction-Course-Open- Graded mixes, which utilized a common base binder grade of PG 58-22. Tests were performed unconfined and confined (three different levels), and the E* master curves were developed for each mixture and test condition.Since the performance of the AR mixtures have been remarkable in the field, the results of this study showed the importance of using confined tests when comparing the performance of open graded to dense graded mixtures.For thirty years, the Arizona Department of Transportation has been adding crumb rubber to the asphalt concrete with remarkable performance. A primary objective of this study was to evaluate the laboratory performance of these mixtures by conducting the Dynamic Complex Modulus (E*) test. Field samples of two Asphalt Rubber (AR) mixtures were used: Asphalt-Rubber- Asphalt-Concrete-Gap-Graded, and Asphalt-Rubber-Asphalt-Concrete-Friction-Course-Open- Graded mixes, which utilized a common base binder grade of PG 58-22. Tests were performed unconfined and confined (three different levels), and the E* master curves were developed for each mixture and test condition.Since the performance of the AR mixtures have been remarkable in the field, the results of this study showed the importance of using confined tests when comparing the performance of open graded to dense graded mixtures. |
publishDate |
2003 |
dc.date.accessioned.none.fl_str_mv |
2015-06-17T15:47:30Z |
dc.date.available.none.fl_str_mv |
2015-06-17T15:47:30Z |
dc.date.issued.fl_str_mv |
2003 |
dc.type.es_ES.fl_str_mv |
info:eu-repo/semantics/article |
format |
article |
dc.identifier.uri.none.fl_str_mv |
https://hdl.handle.net/20.500.14005/1460 |
url |
https://hdl.handle.net/20.500.14005/1460 |
dc.language.iso.es_ES.fl_str_mv |
spa |
language |
spa |
dc.rights.es_ES.fl_str_mv |
info:eu-repo/semantics/openAccess |
dc.rights.uri.es_ES.fl_str_mv |
http://creativecommons.org/licenses/by-nc-nd/4.0/ |
eu_rights_str_mv |
openAccess |
rights_invalid_str_mv |
http://creativecommons.org/licenses/by-nc-nd/4.0/ |
dc.format.es_ES.fl_str_mv |
application/pdf |
dc.publisher.es_ES.fl_str_mv |
Universidad San Ignacio de Loyola |
dc.source.es_ES.fl_str_mv |
Universidad San Ignacio de Loyola Repositorio Institucional - USIL |
dc.source.none.fl_str_mv |
reponame:USIL-Institucional instname:Universidad San Ignacio de Loyola instacron:USIL |
instname_str |
Universidad San Ignacio de Loyola |
instacron_str |
USIL |
institution |
USIL |
reponame_str |
USIL-Institucional |
collection |
USIL-Institucional |
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84286b18-3fe9-4819-a700-960d0c0b75c3-18fd9b1b2-af8b-4e12-9f44-3e00983dfd2c-145730cfd-b604-4315-97ce-2ddafd43c7de-1fa17e590-dbc1-4d3f-9fce-bbb78a6d6558-1Sotil Chávez, AndrésKaloush, KamilWitczak, MatthewWay, George2015-06-17T15:47:30Z2015-06-17T15:47:30Z2003For thirty years, the Arizona Department of Transportation has been adding crumb rubber to the asphalt concrete with remarkable performance. A primary objective of this study was to evaluate the laboratory performance of these mixtures by conducting the Dynamic Complex Modulus (E*) test. Field samples of two Asphalt Rubber (AR) mixtures were used: Asphalt-Rubber- Asphalt-Concrete-Gap-Graded, and Asphalt-Rubber-Asphalt-Concrete-Friction-Course-Open- Graded mixes, which utilized a common base binder grade of PG 58-22. Tests were performed unconfined and confined (three different levels), and the E* master curves were developed for each mixture and test condition.Since the performance of the AR mixtures have been remarkable in the field, the results of this study showed the importance of using confined tests when comparing the performance of open graded to dense graded mixtures.For thirty years, the Arizona Department of Transportation has been adding crumb rubber to the asphalt concrete with remarkable performance. A primary objective of this study was to evaluate the laboratory performance of these mixtures by conducting the Dynamic Complex Modulus (E*) test. Field samples of two Asphalt Rubber (AR) mixtures were used: Asphalt-Rubber- Asphalt-Concrete-Gap-Graded, and Asphalt-Rubber-Asphalt-Concrete-Friction-Course-Open- Graded mixes, which utilized a common base binder grade of PG 58-22. Tests were performed unconfined and confined (three different levels), and the E* master curves were developed for each mixture and test condition.Since the performance of the AR mixtures have been remarkable in the field, the results of this study showed the importance of using confined tests when comparing the performance of open graded to dense graded mixtures.application/pdfhttps://hdl.handle.net/20.500.14005/1460spaUniversidad San Ignacio de Loyolainfo:eu-repo/semantics/openAccesshttp://creativecommons.org/licenses/by-nc-nd/4.0/Universidad San Ignacio de LoyolaRepositorio Institucional - USILreponame:USIL-Institucionalinstname:Universidad San Ignacio de Loyolainstacron:USILProductos de hormigónDensidadLaboratory Evaluation of Asphalt Rubber Mixtures Using the Dynamic Modulus (E*)info:eu-repo/semantics/articlePublicationLICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://repositorio.usil.edu.pe/bitstreams/909ea286-132f-4bd0-9185-5725f769e7a3/download8a4605be74aa9ea9d79846c1fba20a33MD52ORIGINAL2003_Kaloush_Laboratory-evaluation-of-asphalt-rubber-mixtures-using-the-dynamic-modulus-E-test.pdf2003_Kaloush_Laboratory-evaluation-of-asphalt-rubber-mixtures-using-the-dynamic-modulus-E-test.pdfapplication/pdf394207https://repositorio.usil.edu.pe/bitstreams/d8a690e4-84cb-464e-ad0f-f7d6e0993d61/downloadbad94e503309a03da5ce7499786f7affMD53TEXT2003_Kaloush_Laboratory-evaluation-of-asphalt-rubber-mixtures-using-the-dynamic-modulus-E-test.pdf.txt2003_Kaloush_Laboratory-evaluation-of-asphalt-rubber-mixtures-using-the-dynamic-modulus-E-test.pdf.txtExtracted texttext/plain40051https://repositorio.usil.edu.pe/bitstreams/be5ce7b5-8d5e-4651-a9f1-318f25b1b3af/downloadfc5b6a4dbc940790092b41f4383aaac6MD54THUMBNAIL2003_Kaloush_Laboratory-evaluation-of-asphalt-rubber-mixtures-using-the-dynamic-modulus-E-test.pdf.jpg2003_Kaloush_Laboratory-evaluation-of-asphalt-rubber-mixtures-using-the-dynamic-modulus-E-test.pdf.jpgGenerated Thumbnailimage/jpeg10040https://repositorio.usil.edu.pe/bitstreams/85a79ed2-6d30-4c70-9ee1-041de3b347b0/download6fe81551a5a8ce367613db89ae428b8dMD5520.500.14005/1460oai:repositorio.usil.edu.pe:20.500.14005/14602023-04-17 14:33:58.76http://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccesshttps://repositorio.usil.edu.peRepositorio institucional de la Universidad San Ignacio de Loyolarepositorio.institucional@usil.edu.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 |
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La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).