FACULTAD DE INGENIERIA ESCUELA ACADÉMICO PROFESIONAL DE INGENIERIA CIVIL
TESINA:
DIAGNOSTICO DEL DISEÑO DEL PAVIMENTO FLEXIBLE EN LA AVENIDA LOS LAURELES – PIMENTEL - 2015
AUTOR:
GUERRA PAUCAR CARLOS EDUARDO ASESOR:
M. Sc. SILVIA AGUINAGA VÁSQUEZ LINEA DE INVESTIGACION: INVESTIGACION:
DISEÑO DE INFRAESTRUCTU I NFRAESTRUCTURA RA VIAL
CHICLAYO - PERÚ 2015
1
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DEDICATORIA
A Dios por darme, el entendimiento, las fuerzas, la capacidad para realizar esta tesina y sobre sobre todo por por su amor amor para con mi persona.
A nuestros padres que con sus enseñanzas y sus buenas costumbres han creado en nosotros
sabiduría
haciendo
que
hoy
tengamos el conocimiento de lo que somos.
A mi docente por brindarme su ayuda y guía en todo todo el desarrollo desarrollo constante de esta tesina.
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AGRADECIMIENTO
A mi docente del curso de metodología de la investigación, por su asesoría constante para obtener una redacción correcta, como a los que me guiaron en el contenido de dicho tesina elaborada. Y a todos aquellos que indirectamente me brindaron su ayuda ayuda u orientación y se vieron relacionados a mi persona para la elaboración de este trabajo. Carlos
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DECLARACIÓN DE AUTENTICIDAD
Yo, Carlos Eduardo Guerra Paucar con DNI Nº 71756587, a efecto de cumplir con los criterios de evaluación de la experiencia curricular de Metodología de la Investigación Científica, declaro bajo juramento que toda la documentación que acompaño es veraz y auténtica. auténtica.
Así mismo, declaro también bajo juramento que todos los datos e información que se presenta en la presente tesina son auténticos y veraces. ÍNDICE falsedad, ocultamiento u omisión En tal sentido asumo la responsabilidad que correspondaiv. ante cualquier tanto de los documentos como de información aportada por lo cual me someto a lo dispuesto en las normas
académicas académicas de la Universidad César Vallejo. Chiclayo, 24 de junio del 2015
Carlos Eduardo Guerra Paucar
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INDICE
CARATULA ................................................................... ........................................................................................................................................ ..................................................................................... ................ i DEDICATORIA DEDICATORIA ................................................................................................................................... ................................................................................................................................................. ............... i AGRADECIMIENTO ................................................................. ...................................................................................................................................... .........................................................................i ....iiiii DECLARACIÓN DE AUTENTICIDAD............................................................... DAD .................................................................................................................. ...................................................iv iv INDICE ............................................................. ................................................................................................................................... ................................................................................................ .......................... v RESUMEN .................................................................... ......................................................................................................................................... ...................................................................................... ................. ABSTRACT ................................................................... ........................................................................................................................................ ...................................................................................... ................. I.
INTRODUCCION ............................................................ ....................................................................................... ........................... ¡Error! Marcador no definido. DIAGNOSTICO DEL DISEÑO DEL PAVIMENTO FLEXIBLE ............................. FLEXIBLE ............................. ¡Error! Marcador no definido. CONCEPTOS BASICOS ............................................................................... ............................................................................... ¡Error! Marcador no definido. DESARROLLO DE CONCEPTOS BASICOS DE PAVIMENTO FLEXIBLE. ......... ¡Error! Marcador no definido. ELEMENTOS QUE CONFORMAN LA ESTRUCTURA DEL PAVIMENTO FLEXIBLE¡Error! Marcador no definido.3 definido.3 CARPETA ASFALTICA ............................................................................... ...............................................................................¡Error! ¡Error! Marcador no definido.3 definido. 3 BASE .................................................................... ....................................................................................................... ................................... ¡Error! Marcador no definido.3 definido. 3 SUB - BASE ............................................................................................ ................................................................................................ .... ¡Error! Marcador no definido. SUB - RASANTE ....................................................................................... ....................................................................................... ¡Error! Marcador no definido.4 definido. 4 TERRENO DE FUNDACION ...................................................................... ...................................................................... ¡Error! Marcador no definido.5 definido. 5 FALLAS EN PAVIMENTOS FLEXIBLES DE LA AVENIDA LOS LAURELES - PIMENTEL¡Error! Marcador no definido. FISURAS Y GRIETAS ........................................................ ................................................................................. ......................... ¡Error! Marcador no definido.5 definido. 5 DEFORMACIONES SUPERFICIALES ............................................................ ............................................................ ¡Error! Marcador no definido. DESPRENDIMIENTOS ................................................................. .............................................................................. ............. ¡Error! Marcador no definido.8 definido. 8 SOLICITACIONES DE TRANSITO ................................................................. TRANSITO ................................................................. ¡Error! Marcador no definido.9 definido. 9 CARGA DE TRANSITO ................................................................. .............................................................................. ............. ¡Error! Marcador no definido.9 definido. 9 EFECTOS DE LAS CARGAS EN LOS LO S PAVIMENTOS ................................................................................. ................................................................................... .. 20 CARACTERISITCAS DE TRANSITO ......................................................................................................... ........................................................................................................... .. 20 LA AVENIDA LOS LAURELES - PIMENTEL PIMENTEL ................................................................................................. ................................................................................................ 2 0 UBICACION ............................................................................................................................................ ............................................................................................................................................ 2 0 ANTECEDENTES ............................................................................................................. ..................................................................................................................................... ........................ 21
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II. MARCO METODOLOGICO ............................................................. ......................................................................................................................... ............................................................22 22 III.
RESULTADOS ................................................................................................................................... .................................................................................................................................. 266
IV.
DISCUSIÓN ................................................................. ...................................................................................................................................... ....................................................................... ..32 32
V.
CONCLUSIONES ........................................................ .............................................................................................................................. ........................................................................ .. 33
VI.
RECOMENDACIONES............................................................. RECOMENDACIONES......................................................................................................................... ............................................................ 3 4
VII.
REFERENCIAS BIBLIOGRÁFICAS ........................................................................................................ BIBLIOGRÁFICAS ........................................................................................................ 34
ANEXOS ANEXOS ......................................................................................................................................................... ........................................................................................................................................................ 3 5
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RESUMEN El presente trabajo de investigación tuvo con finalidad Presentar el diagnóstico del Diseño del Pavimento Flexible en la avenida los Laureles – Pimentel – 2015, teniendo como población todos los pavimentos flexibles de las avenidas Pimentel y con una muestra de la avenida los Laureles – Pimentel – 2015. Asimismo,
para el
procesamiento de información se utilizaron métodos como análisis
documental y técnicas de gabinete (fichaje) y de campo campo (observación, cuestionario) junto junto a instrumentos empleados como cuestionario, a los implicados. Finalmente la presentación de los resultados que se obtuvieron fueron que el pavimento flexible se encontró en malas condiciones carpeta asfáltica totalmente degastada , lo que lleva a tener una presencia de fallas producidas al pésimo proceso constructivo y por otra parte a la mala calidad de los materiales y también se obtuvo que estas fallas generadas en el pavimento afecta en su bienestar personal provocando gran incomodidad a la población y en el caso de las fallas fueron diversos tipos de fallas encontradas,
fisuras
de
borde,
fisura
longitudinal
y
transversal,ahuellamiento,desplazamientos,hinchamientos,peladuras y desprendimientos de agregados y agregado pulido, la que obtuvo mayor presencia en el pavimento es la fisura de borde y por otra parte las fisuras fisuras longitudinales, esto nos llevó a concluir que la presentación de un diagnóstico del diseño del pavimento flexible en la avenida los Laureles – Pimentel – 2015 que las causas principales de las fallas localizadas en el diagnóstico del pavimento flexible son principalmente: pésimo proceso constructivo, mala calidad de los materiales, al presenciar dichas fallas encontradas genera incomodidad a la población.
PALABRAS CLAVES: Avenida los Laureles, Proceso constructivo, Calidad de los materiales, fallas.
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ABSTRACT
The present research had with purpose Present diagnosis Flexible Pavement Design in the Laureles Avenue - Pimentel - 2015, with the population of all flexible avenues Pimentel and a sample of the Laureles Avenue pavement - Pimentel - 2015. Also, for information processing and document analysis methods and techniques cabinet (signing) and field (observation, questionnaire) they were used as instruments used with questionnaire to those involved. Finally the presentation of the results obtained that the flexible pavement were found in poor condition entirely worn asphalt, leading to have a presence of faults produced lousy construction process and partly to the poor quality of materials and Also it was found that these faults generated in the pavement affect their personal welfare causing great discomfort to the population and in the case of failures were different types of faults found, seamless edge, longitudinal and transverse cracking, rutting, displacement, swellings, peeling and peeling of aggregates and aggregate polishing, which won greater presence on the pavement is the crack edge and partly longitudinal cracks, this led us to conclude that the presentation of a diagnosis of flexible pavement design on the Avenue Laureles - Pimentel - 2015 that the main causes of the faults located in the diagnosis of flexible pavement are mainly: lousy construction process, poor quality of materials, to witness such failures found causes discomfort to the population.
KEYWORDS: Avenue los Laureles, construction process, quality of materials, failures
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I. INTRODUCCION El gran desarrollo de las carreteras han hecho la posible comunicación de pueblos y comunidades con las grandes ciudades y a la misma vez permitir una circulación segura, cómoda y fluida del tráfico. Ante este gran desarrollo se requiere de un ingeniero civil que debe estar preparado para el desempeño y la ejecución de obras de pavimentación garantizando un riguroso control en la etapa de construcción, a través de especificaciones y requerimientos de control de calidad para los materiales. Hoy en día podemos visualizar muchas fallas de pavimentos flexibles, esto se debe a un mal diseño del paquete estructural, de la mala calidad de los materiales, de errores constructivos, de un deficiente sistema de drenaje en caso de precipitaciones, del efecto de solicitaciones externas como carga vehicular y agentes climáticos, entre otros. Pero el principal problema consiste en que no se lleva a cabo un mantenimiento adecuado ni se toma en cuenta el plan de vida de la vía, es decir, no se evalúa el comportamiento del pavimento con el paso del tiempo y sólo se interviene cuando el deterioro del pavimento es grave. Según Rico y del Castillo (1984), la tecnología que se ha desarrollado para pavimentos, tiene como meta evitar deterioros y fallas. Se ha logrado establecer relaciones de causa – efecto, para desarrollar normas de criterio de proyecto y conservación. En pavimentos, la palabra falla se utiliza tanto para verdaderos colapsos como deterioros simples. El concepto de deterioro o falla está asociado al nivel de servicio que depende de la exigencia del consumidor. Por lo tanto, a la falta de presencia de mantenimiento y reparación se observa que existen un problema deterioro de pavimentos flexibles en la avenida los Laureles- Pimentel-2015 el cual tiene las siguientes evidencias ya que esta problemática se manifiestan a nivel mundial, las fallas de pavimentos se dan en diversos países del mundo, en Estados Unidos, Canadá, estos afectan en climas muy fríos, nevadas y lluvias que afectan a los pavimentos a través de escurrimiento de aguas hacia la capa asfáltica del pavimento generando fallas, grietas en su entorno del pavimento, provocando hundimientos y asentamientos.
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A nivel local los estudios sobre volúmenes de transito son realizados con el propósito de obtener los efectos acumulados de tránsito para cualquier periodo de tiempo, estos estudios son realizados con el propósito de obtener la información relacionada con el movimiento de vehículos de diversos ejes que transitan (Huancayo). En la sierra donde son zonas templadas y en climas fríos la mezcla asfáltica depende de circunstancias externas a ellas mismas, tales como son el tiempo de aplicación de la carga y de la temperatura. Por esta causa su caracterización y propiedades tienen que estar vinculadas a estos factores, temperatura y duración de la carga, lo que implica la necesidad del conocimiento del material. Para ayudar tal problemática se toma la decisión de presentar el Diagnostico del Diseño del Pavimento Flexible en la Avenida los Laureles-Pimentel- 2015 para el cual se establecen los siguientes objetivos específicos, específicos, explicar la definición de Pavimentos Flexibles, identificar los elementos que conforman la estructura del Pavimento Flexible en la Avenida los LaurelesPimentel-2015, señalar las fallas que se presentan en la Avenida los Laureles y reconocer los tipos de solicitaciones de tránsito en la Avenida los Laureles. Con el cumplimento de de los objetivos planteados se logra comprobar la hipótesis, hipótesis, que en la avenida los Laureles - Pimentel presenta presenta fallas y fisuras, fisuras, como fisuras de de borde, peladuras y desprendimientos de agregados, fisuras longitudinal y transversal estas fallas y grietas se presentan debido a un mal proceso constructivo, a la mala colocación de carpeta asfáltica y también que no cumplen con la norma CE.010 Pavimento urbanos. Los motivos que conllevan a la realización del presente trabajo de investigación son de carácter social y académico. Social, Social, los ingenieros civiles tienen la capacidad de realizar una construcción de un pavimento flexible exigiendo un control de calidad que se debe aplicar desde el diseño, fabricación y construcción. Actualmente las construcciones de pavimentos flexibles han hecho la posible comunicación de pueblos y comunidades con las grandes ciudades y a la misma vez
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presenten fallas con mayor rapidez antes de su vida útil en dicho pavimento flexible, para reducir los costos de mantenimiento y permitiendo un mejor m ejor desempeño del tránsito vehicular. El trabajo de investigación responde a un tipo y diseño de investigación no experimental descriptivo básico, el cual para el procesamiento de información se utilizan métodos como es el análisis documental y técnicas de gabinete (fichaje). Los antecedentes que sirven de apoyo y respaldo a la investigación realizada, son los estudios realizados en Chile, Miranda, R. realiza en el (2010) una tesis titulada “Deterioros en Pavimentos Flexibles y Rígidos” cuyo objetivo es Identificar las fallas que sufren los pavimentos flexibles y
otorgar soluciones para la conservación y rehabilitación de los mismos, al mínimo costo y con el más eficiente resultado posible, concluyendo que un mantenimiento oportuno y continuo es necesario para preservar la inversión y mantener el pavimento en completo servicio al público, así como también los estudios de Balbín, F. realiza en Ayacucho (2013) una tesis titulada “Evaluación
del Estado actual del Pavimento Flexible ubicado en el Distrito de Ayacucho Provincia de Huamanga Departamento de Ayacucho” cuyo objetivo es evaluar el estado de las construcciones
actuales de los pavimentos, y la determinación del número de avenidas afectadas por alguna fallas del asfalto, y conociendo cual es la falla que tiene mayor incidencia en los pavimentos, es que podremos evaluar y proponer las recomendaciones, concluyendo que las fallas que tienen los pavimentos se deben a que no hay una correcta compactación en las capas de base y sub-base, es decir que si se estabiliza o mejora el suelo de estas capas la vida útil del pavimento tendrá más durabilidad, y por último los estudios de Anyaipoma, R. y Chuque, E. realizaron en Huancayo (2011) una tesis titulada “Fallas y Tratamientos en Pavimentos Flexibles” cuyo objetivo es
identificar las fallas y alternativas de tratamiento de la condición superficial del pavimento asfaltico, para determinar los niveles de intervención de la estructura, concluyendo que para poder obtener una mejor información del estado del pavimento es recomendable realizar tanto los ensayos para determinar el tipo de falla.
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1. DIAGNOSTICO DEL DISEÑO DEL PAVIMENTO FLEXIBLE 1.1. CONCEPTOS BASICOS: Un pavimento es la superestructura de la obra vial, que hace posible el transito expedito de vehículos con la comodidad, seguridad y economía previstos por el proyecto. (Rico R, 19 77, p.19) Olivera (1994) Se llama pavimento a un conjunto de capas superpuestas, relativamente paralelas y de varios centímetros de espesor, de materiales de diversas características, adecuadamente compactados, que se construyen sobre la sub-rasante obtenida por el movimiento de tierras y que han de soportar las cargas del tránsito durante varios años sin presentar deterioros que afecten la seguridad y la comodidad de los usuarios, o la propia integridad de la estructura. Deberá presentar una resistencia adecuada a los esfuerzos destructivos del tránsito, de la intemperie y del agua. Debe tener una adecuada visibilidad y contar con un paisaje agradable para no provocar fatigas. Se define como un sistema compuesto por capas de materiales cuyas propiedades mecánicas y espesores han sido especificados y dimensionados de manera que las cargas aplicadas por el tráfico sean reducidas y transmitidas a la sub-rasante. 1.2.DESARROLLO 1.2. DESARROLLO DE CONCEPTOS BASICOS DE PAVIMENTO FLEXIBLE: Rico y Castillo (1984) citan que sobre la capa sub-rasante se construye el pavimento flexible, que está compuesto por sub-base, base y carpeta asfaltica.El pavimento flexible debe proporcionar una superficie de rodamiento uniforme, resistente a la acción del tránsito, a la del intemperismo y otros agentes perjudiciales, así como transmitir a las terracerías los esfuerzos por las cargas del
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nos acercamos a la superficie, de modo de lograr una estructura competente ante las cargas esperadas y que a la vez resulte lo más económica posible. 2. ELEMENTOS QUE CONFORMAN LA ESTRUCTURA DEL PAVIMENTO FLEXIBLE 2.1.Carpeta 2.1. Carpeta asfáltica Es la que está formada por una o varias capas que se colocan sobre la base, dichas capas consisten en materiales granulares con o sin liga, y por lo general g eneral son de concreto asfaltico o hidráulico. Este es el elemento del pavimento sobre el cual circulan diariamente los vehículos y peatones. Esta capa transmite las cargas inducidas por el tráfico hacia la capa de base en la que se apoya, además que provee una superficie adecuada para el rodamiento del tráfico. También debe poseer la menor permeabilidad posible, con el fin de que el agua superficial drene en su mayor parte sobre esta, reduciendo la cantidad de agua que llegue a la base. En general, la carpeta de rodamiento de mayor calidad se construye con mezcla asfáltica producida y colocada en caliente. Olivera (1994) cita que los materiales pétreos son suelos inertes que se consiguen en ríos, arroyos o depósitos naturales. Para poder ser empleados en las carpetas asfáltica deben cumplir con ciertas características dadas por la granulometría, dureza, forma de la partícula y adherencia con el asfalto. Los diferentes tipos de carpetas asfálticas, es importante saber que para construir cualquiera de ellas se debe contar con una base debidamente conformada, compactada, impregnada y seca. (Olivera 1994).
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espesor suficiente para que pueda resistir las presiones transmitidas a la sub-base. La base puede estar constituida principalmente por material granular, como piedra triturada y mezcla natural de agregado y suelo; pero también puede estar conformada con cemento Portland, cal o materiales bituminosos, recibiendo el nombre de base estabilizada. 2.3.Sub 2.3. Sub – base – base Rodríguez (2009) se localiza local iza en la parte inferior de la base, por encima de la subrasante. Es la capa de la estructura de pavimento destinada a soportar, transmitir y distribuir con uniformidad las cargas aplicadas en la carpeta asfáltica. Está conformada por materiales granulares, que le permiten trabajar como una capa de drenaje y controlador de ascensión capilar ca pilar de agua, evitando fallas producidas por el hinchamiento del agua, causadas por el congelamiento, cuando se tienen bajas temperaturas. Además, la sub-base controla los cambios de volumen y elasticidad del material del terreno de fundación, que serían dañinos para el pavimento. Según Morales (2009, p.20) es la capa de material pétreo seleccionado que se coloca encima de la sub-rasante. Esta capa es la que subyace a la capa base, cuando esta es necesaria, como es el caso de los pavimentos flexibles. Normalmente en este mismo caso, la sub-base se construye para lograr espesores menores de la capa Base y compuesta por materiales naturales u obtenidos mediante trituración, a través de un proceso de producción controlado para obtener un material con características estructurales adecuadas a un costo razonable. Se diferencia de la capa de base por poseer especificaciones menos restrictivas en cuanto a su plasticidad, graduación y capacidad
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parte de la calidad de la sub-rasante, por lo que debe cumplir con los requisitos de resistencia, incompresibilidad e inmunidad a la expansión y contracción por efectos de la humedad. 2.5.Terreno 2.5. Terreno de fundación (Rodríguez, J.2004) aunque no constituye parte del pavimento, es muy importante tener un conocimiento lo más completo posible de los suelos que constituyen co nstituyen el terreno de cimentación de la estructura de la vía, con el objeto de conocer las condiciones de estabilidad del mismo y así evitar problemas de deslizamiento, asentamientos, desplazamientos y otros. Sirve de fundación o soporte del pavimento, después de haber terminado el movimiento de tierra o compactado, de su capacidad soporte (C.B.R.) depende en gran parte el espesor que debe tener un pavimento o mejorar su condición. 3. FALLAS EN PAVIMENTOS FLEXIBLES DE LA AVENIDA LOS LAURELES L AURELES – PIMENTEL. – PIMENTEL. 3.1.Fisuras 3.1. Fisuras y grietas Fisura de piel de cocodrilo. c ocodrilo. (Rico y Castillo 1984) Nos indican que son grietas interconectadas que forman una serie de pequeños bloques en el pavimento, semejando a la piel de cocodrilo o tela de gallinero. La causal usual es la deflexión de la carpeta provocada por cargas excesivas sobre una base, sub-base o subrasante inestables, la cual puede deberse a que dichos materiales se encuentren saturados o sean de espesor insuficiente para soportar las cargas. Se origina en el fondo del paquete asfáltico, en la base, donde los esfuerzos y deformaciones
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la contracción del concreto asfáltico y por la variación de temperatura, que origina ciclos diarios de esfuerzo / deformación unitaria. Esta falla indica que el asfalto se ha endurecido significativamente. Fisuras de borde. Son paralelas al eje de vía y generalmente, están a una distancia entre 0.30 y 0.60 m del borde exterior del pavimento. Ese tipo de falla se incrementa por la carga de tránsito y se origina debido al debilitamiento de la base o de la sub-rasante en áreas muy próximas al borde del pavimento, a causa de condiciones climáticas o por efecto abrasivo de arena suelta en el borde, que provoca peladuras que conducen a la desintegración. La principal causa de este daño es la falta de confinamiento lateral de la estructura debido a la carencia de bordillos, anchos de berma insuficientes o sobrecarpetas que llegan hasta el borde del carril y quedan en desnivel con la berma; en estos casos la fisura es generada cuando el tránsito circula muy cerca del borde. Fisura longitudinal Las fisuras longitudinales son grietas paralelas al eje de la vía o a la línea direccional en la que fue construida. Fracturación que se extiende a través de la superficie del pavimento, paralelamente al eje de la carretera, pudiendo localizarse en las huellas de canalización de tránsito, en el eje o en los bordes del pavimento. La ubicación de la fisura es indicativa de la causa más probable. Fisura transversal
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superficie del pavimento, exceso de ligante o falta de riego de liga y alto contenido de arena fina en la mezcla. 3.2. Deformaciones superficiales Ahuellamiento Es una depresión longitudinal continua a lo largo de la trayectoria del vehículo, que trae como consecuencia la deformación permanente en cualquiera de las capas del pavimento o subrasante. Esta falla puede ser causada por una pobre compactación del paquete estructural, lo que origina inestabilidad en las capas (bases, sub-bases) permitiendo el movimiento lateral de los materiales debido a las cargas de tráfico. Un ahuellamiento importante puede conducir a una falla estructural considerable del pavimento. Desplazamiento Son distorsiones de la superficie originados por desplazamientos de mezcla. Son corrimientos longitudinales y permanentes de un área localizada del pavimento formando una especie de
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Depresión Son áreas localizadas en la superficie del pavimento que poseen niveles de elevación ligeramente menores a aquellos que se encuentran a su alrededor. Son visibles cuando el agua se empoza dentro de ellas después de la caída de lluvia, o, a través de las manchas causadas por el agua empozada, en caso de superficies secas. Son producidas por asentamientos de la sub-rasante o debido a procedimientos constructivos defectuosos. Pueden causar alguna rugosidad en la superficie de la pista, y cuando son suficientemente profundas o están llenas de agua, pueden causar hidroplaneo (los neumáticos de un vehículo pierden contacto con el pavimento a causa de una película de agua, eliminando así la adherencia de las ruedas con la superficie de rodadura). Abultamientos y hundimientos Los abultamientos son pequeños desplazamientos hacia arriba localizados en la superficie del pavimento. Se diferencian de los desplazamientos, pues estos últimos son causados por pavimentos inestables, aparecen en un patrón perpendicular al flujo del tráfico y se encuentran
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Peladura por intemperismo y desprendimiento de agregados. Es la desintegración superficial del pavimento por pérdida de ligante asfáltico; mientras que el desprendimiento del agregado pétreo, hace referencia a partículas de agregado sueltas o removidas. Ambas fallas indican que el ligante asfáltico ha sufrido un endurecimiento considerable o que la mezcla es de pobre calidad. Las principales causas de este tipo de fallas son: - Cargas de tráfico especiales como es el caso de vehículos de orugas. - Ablandamiento de la superficie y pérdida de agregados debido al derramamiento de aceite de vehículos. - Mezcla de baja calidad con ligante insuficiente. - Uso de agregados sucios o muy absorbentes. - Falla de adherencia agregado - asfalto debido al efecto de agentes externos. Agregado pulido
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4.2.Efectos 4.2. Efectos de las cargas de tránsito. Las solicitaciones de cargas en los pavimentos son las principales causas del deterioro de los caminos, a lo cual se agrega el efecto del clima. Estos dos tipos de solicitaciones se suman llevando a la consiguiente pérdida de capacidad del pavimento. Uno de los mayores problemas que se encuentran en las predicciones teóricas sobre el efecto destructivo de las cargas del tránsito, es el de decidir cuál es el criterio determinante a utilizar: tensión, deformación o serviciabilidad. Aun definido este problema la dificultad persiste debido a la multiplicidad de factores que intervienen, esto es, tipo de apoyo, intensidad y frecuencia de las cargas, rigidez relativa de las capas componentes, etc. 4.3.Características 4.3. Características de transito Un aspecto muy importante en la determinación de las solicitaciones de tránsito es conocer de forma precisa las características del tránsito, que va desde conocer los tipos de vehículos circulantes hasta los niveles de carga de ellos.
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5.2.Antecedentes 5.2. Antecedentes Anteriormente estas vías se encuentran actualmente en condiciones de trocha carrozable con presencia y alternancia de baches, montículos y en general con una sección irregular en su superficie, sin afirmado, debido a que desde el momento mismo de la urbanización no ha sido afirmado, salvo excepciones cuando alguna maquinaria pesada transita por la vía y realiza la nivelación en tierra suelta a solicitud de los vecinos que habitan estas calles y quienes en ocasiones cuando la superficie de rodadura está en mal estado realizan los bacheos colocando sólo tierra suelta en los los baches. Debido al tránsito vehicular de estas estas calles, se genera una polvareda por el tránsito continuo de los vehículos motorizados del área urbana, provocando así un gran malestar a los habitantes de las viviendas de esta calle y colindantes. 5.3.Planos 5.3. Planos de ubicación
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II.
MARCO METODOLOGICO
2.1. Variables: Diseño del Pavimento Flexible 2.2. Operacionalización de las variables Definición conceptual: DISEÑO DEL PAVIMENTO FLEXIBLE: Está FLEXIBLE: Está formado por una carpeta asfáltica en la superficie de rodamiento, la cual permite pequeñas deformaciones en las capas inferiores sin que la
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Soportar, distribuir y transmitir las cargas a la sub-base.
Buena compactación impregnada y seca: motoniveladora, rodillo liso vibratorio, carro-tanque de agua, cilindro metálico y compactador de llantas.
BASE
Bases granulares: de grava triturada y mezcla natural de agregado y suelo.
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Ahuellamiento.
DEFORMACIO
Desplazamiento.
NES
Hinchamientos.
SUPERFICIALES
Corrugación.
Depresión.
Abultamientos y hundimientos
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2.6. Población y muestra
Población = M
La población está conformada por todos los pavimentos flexibles de las avenidas Pimentel.
Muestra = n
De acuerdo a al entorno del objetivo la muestra a tomarse será la avenida los LaurelesPimentel-2015. 2.7. Técnicas e instrumentos de recolección de datos
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Profundidad en el desarrollo del tema Estudiar tema Estudiar diferentes posturas en torno al tema de investigación. Tener dominio sobre la temática que aborda la investigación. Estar en continua búsqueda de fuentes de consulta actualizadas.
III.
RESULTADOS
CUADRO N° 01 CONDICIONES DEL ACTUAL PAVIMENTO
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CUADRO N° 02 CAUSAS DEL MAL ESTADO DEL PAVIMENTO PAVIMENTO
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CUADRO N° 03 EFECTO DE LOS PAVIMENTOS EN EL BIENESTAR PERSONAL.
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CUADRO N° 04 FORMA QUE AFECTA LOS PAVIMENTO AL BIENESTAR FAMILIAR.
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En el grafico siguiente se puede observar las siguientes fallas según su tipo y su cantidad existente
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RESULTADOS OBTENIDOS POR EL TIPO DE FALLAS EXISTENTES:
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