Optimal percentage of asphalt cement in MDC-19 for flexible pavements in the city of San José de Cúcuta, Colombia

Samples were taken of the stone material used for the design of asphalt mixtures, extracted from the 3 water sources present in the city of San José de Cúcuta, Colombia, the Táchira, Zulia and Pamplonita rivers. The aggregates samples were analyzed under the regulations of the Instituto Nacional de...

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Autores:
Hurtado-Figueroa, Oswaldo
Cárdenas-Gutiérrez, Javier Alfonso
Eslava-Vila, B E
Tipo de recurso:
Article of journal
Fecha de publicación:
2019
Institución:
Universidad Francisco de Paula Santander
Repositorio:
Repositorio Digital UFPS
Idioma:
eng
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oai:repositorio.ufps.edu.co:ufps/1219
Acceso en línea:
http://repositorio.ufps.edu.co/handle/ufps/1219
https://doi.org/10.1088/1742-6596/1388/1/012025
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© Copyright 2021 IOP Publishing
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dc.title.eng.fl_str_mv Optimal percentage of asphalt cement in MDC-19 for flexible pavements in the city of San José de Cúcuta, Colombia
title Optimal percentage of asphalt cement in MDC-19 for flexible pavements in the city of San José de Cúcuta, Colombia
spellingShingle Optimal percentage of asphalt cement in MDC-19 for flexible pavements in the city of San José de Cúcuta, Colombia
title_short Optimal percentage of asphalt cement in MDC-19 for flexible pavements in the city of San José de Cúcuta, Colombia
title_full Optimal percentage of asphalt cement in MDC-19 for flexible pavements in the city of San José de Cúcuta, Colombia
title_fullStr Optimal percentage of asphalt cement in MDC-19 for flexible pavements in the city of San José de Cúcuta, Colombia
title_full_unstemmed Optimal percentage of asphalt cement in MDC-19 for flexible pavements in the city of San José de Cúcuta, Colombia
title_sort Optimal percentage of asphalt cement in MDC-19 for flexible pavements in the city of San José de Cúcuta, Colombia
dc.creator.fl_str_mv Hurtado-Figueroa, Oswaldo
Cárdenas-Gutiérrez, Javier Alfonso
Eslava-Vila, B E
dc.contributor.author.none.fl_str_mv Hurtado-Figueroa, Oswaldo
Cárdenas-Gutiérrez, Javier Alfonso
Eslava-Vila, B E
description Samples were taken of the stone material used for the design of asphalt mixtures, extracted from the 3 water sources present in the city of San José de Cúcuta, Colombia, the Táchira, Zulia and Pamplonita rivers. The aggregates samples were analyzed under the regulations of the Instituto Nacional de Vías in its update of 2013 that applies to Colombia. Asphalt cement was used from the manufacturing plant and industrial processes located in the city of Barrancabermeja, Colombia. Five dense hot mixes-19 were designed for flexible pavement with different % of asphalt cement, 4.5%, 5.0%, 5.5%, 6.0%, and 6.5% percentages suggested by article 450-13 of the "Instituto Nacional de Vías". With each one of the percentages 3 briquettes were elaborated, taking as guide the established in the norm of tests of the "Instituto Nacional de Vías". The resistance to plastic deformation of asphalt mixtures designed in the laboratories of the Universidad Francisco de Paula Santander in the city of San José de Cucuta, Colombia and the company Maqinteligente S.A.S. was determined. The results obtained in each of the tests were tabulated and compared, determining the behavior of the stone aggregates together with the optimum percentage of asphalt cement and its working temperature in each of the mixtures designed. It was concluded that the 3 water sources provide quality material for the design of asphalt mixtures. These results were used to provide information of interest to road construction contractors, whose budgets will be favored by identifying the quality material to be incorporated into their projects, a situation that favors the final result and the delivery of the work to the satisfaction of the beneficiary community, who will see a substantial reduction in the cost of fossil fuels by reducing travel times to their destinations, this being the most notorious environmental characteristic of the research.
publishDate 2019
dc.date.issued.none.fl_str_mv 2019-11-19
dc.date.accessioned.none.fl_str_mv 2021-11-22T15:17:37Z
dc.date.available.none.fl_str_mv 2021-11-22T15:17:37Z
dc.type.spa.fl_str_mv Artículo de revista
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dc.language.iso.spa.fl_str_mv eng
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dc.relation.ispartof.none.fl_str_mv Journal of Physics: Conference Series
dc.relation.citationedition.spa.fl_str_mv Vol.1388 No.1.(2019)
dc.relation.citationendpage.spa.fl_str_mv 6
dc.relation.citationissue.spa.fl_str_mv 1(2019)
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dc.relation.cites.none.fl_str_mv Hurtado-Figueroa, O., Eslava-Vila, B. E., & Cárdenas-Gutiérrez, J. A. (2019, November). Optimal percentage of asphalt cement in MDC-19 for flexible pavements in the city of San José de Cúcuta, Colombia. In Journal of Physics: Conference Series (Vol. 1388, No. 1, p. 012025). IOP Publishing.
dc.relation.ispartofjournal.spa.fl_str_mv Journal of Physics: Conference Series
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spelling Hurtado-Figueroa, Oswaldo2f2f50195e4ed523fcb6923a1bd252ef600Cárdenas-Gutiérrez, Javier Alfonsodd210a6fa11a29d7d1d6933e2f3c68b2600Eslava-Vila, B E80b9c1e5eef7b15e99e063a90e3e18cc2021-11-22T15:17:37Z2021-11-22T15:17:37Z2019-11-19http://repositorio.ufps.edu.co/handle/ufps/1219https://doi.org/10.1088/1742-6596/1388/1/012025Samples were taken of the stone material used for the design of asphalt mixtures, extracted from the 3 water sources present in the city of San José de Cúcuta, Colombia, the Táchira, Zulia and Pamplonita rivers. The aggregates samples were analyzed under the regulations of the Instituto Nacional de Vías in its update of 2013 that applies to Colombia. Asphalt cement was used from the manufacturing plant and industrial processes located in the city of Barrancabermeja, Colombia. Five dense hot mixes-19 were designed for flexible pavement with different % of asphalt cement, 4.5%, 5.0%, 5.5%, 6.0%, and 6.5% percentages suggested by article 450-13 of the "Instituto Nacional de Vías". With each one of the percentages 3 briquettes were elaborated, taking as guide the established in the norm of tests of the "Instituto Nacional de Vías". The resistance to plastic deformation of asphalt mixtures designed in the laboratories of the Universidad Francisco de Paula Santander in the city of San José de Cucuta, Colombia and the company Maqinteligente S.A.S. was determined. The results obtained in each of the tests were tabulated and compared, determining the behavior of the stone aggregates together with the optimum percentage of asphalt cement and its working temperature in each of the mixtures designed. It was concluded that the 3 water sources provide quality material for the design of asphalt mixtures. These results were used to provide information of interest to road construction contractors, whose budgets will be favored by identifying the quality material to be incorporated into their projects, a situation that favors the final result and the delivery of the work to the satisfaction of the beneficiary community, who will see a substantial reduction in the cost of fossil fuels by reducing travel times to their destinations, this being the most notorious environmental characteristic of the research.06 páginasapplication/pdfengJournal of Physics: Conference SeriesReino UnidoJournal of Physics: Conference SeriesVol.1388 No.1.(2019)61(2019)11388Hurtado-Figueroa, O., Eslava-Vila, B. E., & Cárdenas-Gutiérrez, J. A. (2019, November). Optimal percentage of asphalt cement in MDC-19 for flexible pavements in the city of San José de Cúcuta, Colombia. In Journal of Physics: Conference Series (Vol. 1388, No. 1, p. 012025). IOP Publishing.Journal of Physics: Conference Series© Copyright 2021 IOP Publishinginfo:eu-repo/semantics/openAccessAtribución 4.0 Internacional (CC BY 4.0)http://purl.org/coar/access_right/c_abf2https://iopscience.iop.org/article/10.1088/1742-6596/1388/1/012025/metaOptimal percentage of asphalt cement in MDC-19 for flexible pavements in the city of San José de Cúcuta, ColombiaArtículo de revistahttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARTinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/version/c_970fb48d4fbd8a85CúcutaColombiaBarrientos Monsalve E J, Franco Carreno MC, Buelvas Gutiérrez E D, Morris Molina L H, Franco Garcia J C and Bautista Rangel H M 2019 J. Phys. Conf. Ser. 1160 012011Hurtado-Figueroa O, Cardenas-Gutierrez J A and Prada-Botia G 2018 J. Phys. Conf. Ser. 1126 012037Castro Maldonado J, Dulcé Moreno H and Aperador W 2016 J. Phys. Conf. Ser. 687 012004Hurtado-Figueroa O, Cardenas-Gutierrez J A and Acevedo-Peñaloza C 2018 Contemporary Engineering Sciences 11 4995Patiño-Murillo J A, Gutierrez-Sandoval Y C, Leal-Santafe J I, Castro-Maldonado J J and Hurtado- Figueroa O 2018 Lámpsakos 20 22Gelves Díaz J F, Sánchez Molina J and Peña Rodríguez G 2009 Respuestas 14 2García-Leon R, Flórez-Solano E and Acevedo-Peñaloza C 2018 Rev. Colomb. Tecnol. Av. 1 31Hurtado-Figueroa O, Cardenas-Gutierrez J A and Gallardo O 2018 J. Phys. Conf. Ser. 1126 012040Ferrer M, Peña G and Dulce H 2011 Revista Colombiana de Física 43 2Yazdi M A, Yang J, Yihui L and Su H 2015 International Journal of Civil and Environmental Engineering 9 12Barrientos E J, Morris L H, Cárdenas J A and Sisa A 2018 Respuestas 23 1Hurtado-Figueroa O, Cordero-Estevez G and Cardenas-Gutierrez 2018 Contemporary Engineering Sciences 11 100Hurtado-Figueroa O, Cardenas-Gutierrez J A and Rojas-Suarez J P 2018 J. Phys. Conf. Ser. 1126 012041Instituto Nacional de Vías (INVIAS) 2013 Mezclas asfalticas en caliente de gradacion, Articulo 450-13 (Colombia: Instituto Nacional de Vías)Instituto Nacional de Vías (INVIAS) 2013 Regualcion tecnica para la construccion de vias (Colombia: Instituto Nacional de Vías)Instituto Nacional de Vías (INVIAS) 2013 Gravedad específica máxima teórica (gmm) y densidad de mezclas asfálticas para pavimentos, INV-E-735 (Colombia: Instituto Nacional de Vías)Instituto Nacional de Vías (INVIAS) 2 013 Corresponde a vías en las que el tránsito de diseño de las obras por construir es superior a 5.0x106 ejes equivalentes de 80 kN en el carril de diseño, INVIAS NT3 (Colombia: Instituto Nacional de Vías)Instituto Nacional de Vías (INVIAS) 2013 Resistencia de mezclas asfálticas en caliente empleando el aparato Marshall, INV-E-748 (Colombia: Instituto Nacional de Vías)Instituto Nacional de Vías (INVIAS) 2013 Porcentaje de vacíos de aire en mezclas asfálticas compactadas densas y abiertas, INV-E-736 (Colombia: Instituto Nacional de Vías)Instituto Nacional de Vías (INVIAS) 2012 Criterios para el diseño preliminar de la mezcla asfáltica en caliente de gradación continua por el método Marshall, Art 450 (Colombia: Instituto Nacional de Vías)ORIGINALOptimal percentage of asphalt cement in MDC-19 for flexible pavements in the city of San José de Cúcuta, Colombia.pdfOptimal percentage of asphalt cement in MDC-19 for flexible pavements in the city of San José de Cúcuta, Colombia.pdfapplication/pdf970305https://repositorio.ufps.edu.co/bitstream/ufps/1219/1/Optimal%20percentage%20of%20asphalt%20cement%20in%20MDC-19%20for%20flexible%20pavements%20in%20the%20city%20of%20San%20Jos%c3%a9%20de%20C%c3%bacuta%2c%20Colombia.pdfe19e6ae294f85967e5ec1994d658e07bMD51open accessLICENSElicense.txtlicense.txttext/plain; charset=utf-814828https://repositorio.ufps.edu.co/bitstream/ufps/1219/2/license.txt2f9959eaf5b71fae44bbf9ec84150c7aMD52open accessTEXTOptimal percentage of asphalt cement in 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 incorporada en las Obras Colectivas.

b.	Distribuir copias o fonogramas de las Obras, exhibirlas públicamente, ejecutarlas públicamente y/o ponerlas a disposición pública, incluyéndolas como incorporadas en Obras Colectivas, según corresponda.

c.	Distribuir copias de las Obras Derivadas que se generen, exhibirlas públicamente, ejecutarlas públicamente y/o ponerlas a disposición pública.
Los derechos mencionados anteriormente pueden ser ejercidos en todos los medios y formatos, actualmente conocidos o que se inventen en el futuro. Los derechos antes mencionados incluyen el derecho a realizar dichas modificaciones en la medida que sean técnicamente necesarias para ejercer los derechos en otro medio o formatos, pero de otra manera usted no está autorizado para realizar obras derivadas. Todos los derechos no otorgados expresamente por el Licenciante quedan por este medio reservados, incluyendo pero sin limitarse a aquellos que se mencionan en las secciones 4(d) y 4(e).

4. Restricciones.
La licencia otorgada en la anterior Sección 3 está expresamente sujeta y limitada por las siguientes restricciones:

a.	Usted puede distribuir, exhibir públicamente, ejecutar públicamente, o poner a disposición pública la Obra sólo bajo las condiciones de esta Licencia, y Usted debe incluir una copia de esta licencia o del Identificador Universal de Recursos de la misma con cada copia de la Obra que distribuya, exhiba públicamente, ejecute públicamente o ponga a disposición pública. No es posible ofrecer o imponer ninguna condición sobre la Obra que altere o limite las condiciones de esta Licencia o el ejercicio de los derechos de los destinatarios otorgados en este documento. No es posible sublicenciar la Obra. Usted debe mantener intactos todos los avisos que hagan referencia a esta Licencia y a la cláusula de limitación de garantías. Usted no puede distribuir, exhibir públicamente, ejecutar públicamente, o poner a disposición pública la Obra con alguna medida tecnológica que controle el acceso o la utilización de ella de una forma que sea inconsistente con las condiciones de esta Licencia. Lo anterior se aplica a la Obra incorporada a una Obra Colectiva, pero esto no exige que la Obra Colectiva aparte de la obra misma quede sujeta a las condiciones de esta Licencia. Si Usted crea una Obra Colectiva, previo aviso de cualquier Licenciante debe, en la medida de lo posible, eliminar de la Obra Colectiva cualquier referencia a dicho Licenciante o al Autor Original, según lo solicitado por el Licenciante y conforme lo exige la cláusula 4(c).

b.	Usted no puede ejercer ninguno de los derechos que le han sido otorgados en la Sección 3 precedente de modo que estén principalmente destinados o directamente dirigidos a conseguir un provecho comercial o una compensación monetaria privada. El intercambio de la Obra por otras obras protegidas por derechos de autor, ya sea a través de un sistema para compartir archivos digitales (digital file-sharing) o de cualquier otra manera no será considerado como estar destinado principalmente o dirigido directamente a conseguir un provecho comercial o una compensación monetaria privada, siempre que no se realice un pago mediante una compensación monetaria en relación con el intercambio de obras protegidas por el derecho de autor.

c.	Si usted distribuye, exhibe públicamente, ejecuta públicamente o ejecuta públicamente en forma digital la Obra o cualquier Obra Derivada u Obra Colectiva, Usted debe mantener intacta toda la información de derecho de autor de la Obra y proporcionar, de forma razonable según el medio o manera que Usted esté utilizando: (i) el nombre del Autor Original si está provisto (o seudónimo, si fuere aplicable), y/o (ii) el nombre de la parte o las partes que el Autor Original y/o el Licenciante hubieren designado para la atribución (v.g., un instituto patrocinador, editorial, publicación) en la información de los derechos de autor del Licenciante, términos de servicios o de otras formas razonables; el título de la Obra si está provisto; en la medida de lo razonablemente factible y, si está provisto, el Identificador Uniforme de Recursos (Uniform Resource Identifier) que el Licenciante especifica para ser asociado con la Obra, salvo que tal URI no se refiera a la nota sobre los derechos de autor o a la información sobre el licenciamiento de la Obra; y en el caso de una Obra Derivada, atribuir el crédito identificando el uso de la Obra en la Obra Derivada (v.g., "Traducción Francesa de la Obra del Autor Original," o "Guión Cinematográfico basado en la Obra original del Autor Original"). Tal crédito puede ser implementado de cualquier forma razonable; en el caso, sin embargo, de Obras Derivadas u Obras Colectivas, tal crédito aparecerá, como mínimo, donde aparece el crédito de cualquier otro autor comparable y de una manera, al menos, tan destacada como el crédito de otro autor comparable.

d.	Para evitar toda confusión, el Licenciante aclara que, cuando la obra es una composición musical:

i.	Regalías por interpretación y ejecución bajo licencias generales. El Licenciante se reserva el derecho exclusivo de autorizar la ejecución pública o la ejecución pública digital de la obra y de recolectar, sea individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, SAYCO), las regalías por la ejecución pública o por la ejecución pública digital de la obra (por ejemplo Webcast) licenciada bajo licencias generales, si la interpretación o ejecución de la obra está primordialmente orientada por o dirigida a la obtención de una ventaja comercial o una compensación monetaria privada.

ii.	Regalías por Fonogramas. El Licenciante se reserva el derecho exclusivo de recolectar, individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, los consagrados por la SAYCO), una agencia de derechos musicales o algún agente designado, las regalías por cualquier fonograma que Usted cree a partir de la obra (“versión cover”) y distribuya, en los términos del régimen de derechos de autor, si la creación o distribución de esa versión cover está primordialmente destinada o dirigida a obtener una ventaja comercial o una compensación monetaria privada.

e.	Gestión de Derechos de Autor sobre Interpretaciones y Ejecuciones Digitales (WebCasting). Para evitar toda confusión, el Licenciante aclara que, cuando la obra sea un fonograma, el Licenciante se reserva el derecho exclusivo de autorizar la ejecución pública digital de la obra (por ejemplo, webcast) y de recolectar, individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, ACINPRO), las regalías por la ejecución pública digital de la obra (por ejemplo, webcast), sujeta a las disposiciones aplicables del régimen de Derecho de Autor, si esta ejecución pública digital está primordialmente dirigida a obtener una ventaja comercial o una compensación monetaria privada.

5. Representaciones, Garantías y Limitaciones de Responsabilidad.
A MENOS QUE LAS PARTES LO ACORDARAN DE OTRA FORMA POR ESCRITO, EL LICENCIANTE OFRECE LA OBRA (EN EL ESTADO EN EL QUE SE ENCUENTRA) “TAL CUAL”, SIN BRINDAR GARANTÍAS DE CLASE ALGUNA RESPECTO DE LA OBRA, YA SEA EXPRESA, IMPLÍCITA, LEGAL O CUALQUIERA OTRA, INCLUYENDO, SIN LIMITARSE A ELLAS, GARANTÍAS DE TITULARIDAD, COMERCIABILIDAD, ADAPTABILIDAD O ADECUACIÓN A PROPÓSITO DETERMINADO, AUSENCIA DE INFRACCIÓN, DE AUSENCIA DE DEFECTOS LATENTES O DE OTRO TIPO, O LA PRESENCIA O AUSENCIA DE ERRORES, SEAN O NO DESCUBRIBLES (PUEDAN O NO SER ESTOS DESCUBIERTOS). ALGUNAS JURISDICCIONES NO PERMITEN LA EXCLUSIÓN DE GARANTÍAS IMPLÍCITAS, EN CUYO CASO ESTA EXCLUSIÓN PUEDE NO APLICARSE A USTED.

6. Limitación de responsabilidad.
A MENOS QUE LO EXIJA EXPRESAMENTE LA LEY APLICABLE, EL LICENCIANTE NO SERÁ RESPONSABLE ANTE USTED POR DAÑO ALGUNO, SEA POR RESPONSABILIDAD EXTRACONTRACTUAL, PRECONTRACTUAL O CONTRACTUAL, OBJETIVA O SUBJETIVA, SE TRATE DE DAÑOS MORALES O PATRIMONIALES, DIRECTOS O INDIRECTOS, PREVISTOS O IMPREVISTOS PRODUCIDOS POR EL USO DE ESTA LICENCIA O DE LA OBRA, AUN CUANDO EL LICENCIANTE HAYA SIDO ADVERTIDO DE LA POSIBILIDAD DE DICHOS DAÑOS. ALGUNAS LEYES NO PERMITEN LA EXCLUSIÓN DE CIERTA RESPONSABILIDAD, EN CUYO CASO ESTA EXCLUSIÓN PUEDE NO APLICARSE A USTED.

7. Término.

a.	Esta Licencia y los derechos otorgados en virtud de ella terminarán automáticamente si Usted infringe alguna condición establecida en ella. Sin embargo, los individuos o entidades que han recibido Obras Derivadas o Colectivas de Usted de conformidad con esta Licencia, no verán terminadas sus licencias, siempre que estos individuos o entidades sigan cumpliendo íntegramente las condiciones de estas licencias. Las Secciones 1, 2, 5, 6, 7, y 8 subsistirán a cualquier terminación de esta Licencia.

b.	Sujeta a las condiciones y términos anteriores, la licencia otorgada aquí es perpetua (durante el período de vigencia de los derechos de autor de la obra). No obstante lo anterior, el Licenciante se reserva el derecho a publicar y/o estrenar la Obra bajo condiciones de licencia diferentes o a dejar de distribuirla en los términos de esta Licencia en cualquier momento; en el entendido, sin embargo, que esa elección no servirá para revocar esta licencia o que deba ser otorgada , bajo los términos de esta licencia), y esta licencia continuará en pleno vigor y efecto a menos que sea terminada como se expresa atrás. La Licencia revocada continuará siendo plenamente vigente y efectiva si no se le da término en las condiciones indicadas anteriormente.

8. Varios.

a.	Cada vez que Usted distribuya o ponga a disposición pública la Obra o una Obra Colectiva, el Licenciante ofrecerá al destinatario una licencia en los mismos términos y condiciones que la licencia otorgada a Usted bajo esta Licencia.

b.	Si alguna disposición de esta Licencia resulta invalidada o no exigible, según la legislación vigente, esto no afectará ni la validez ni la aplicabilidad del resto de condiciones de esta Licencia y, sin acción adicional por parte de los sujetos de este acuerdo, aquélla se entenderá reformada lo mínimo necesario para hacer que dicha disposición sea válida y exigible.

c.	Ningún término o disposición de esta Licencia se estimará renunciada y ninguna violación de ella será consentida a menos que esa renuncia o consentimiento sea otorgado por escrito y firmado por la parte que renuncie o consienta.

d.	Esta Licencia refleja el acuerdo pleno entre las partes respecto a la Obra aquí licenciada. No hay arreglos, acuerdos o declaraciones respecto a la Obra que no estén especificados en este documento. El Licenciante no se verá limitado por ninguna disposición adicional que pueda surgir en alguna comunicación emanada de Usted. Esta Licencia no puede ser modificada sin el consentimiento mutuo por escrito del Licenciante y Usted.
0000-0002-9894-0177dd210a6fa11a29d7d1d6933e2f3c68b2600