Ingeniería Civil y Mecánica

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    Diseño geométrico vial, del pavimento y las obras de arte de la vía Piedadcita- Estero Hondo desde la abscisa 0+000 hasta la abscisa 3+400 perteneciente al cantón Pangua, provincia de Cotopaxi
    (Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2021-03) De La Cruz Remache, Wilson Fabian; Moreira Cedeño, Fricson Lutgardo
    The following technical research project was developed, in order to improve the mobility of the inhabitants of the sector as well as to improve the economic activity that this road represents. The recognition of the place was carried out, to later carry out the topographic survey of the road, and through the study of soils it was determined and identified each of the properties of the soil along the road, carrying out laboratory tests in which applied the different technical standards for its study, such as the ASSHTO method and the ASTM standard, since with the soil studies the design of the pavement structure is carried out. Vehicular traffic was counted to identify the type of road according to the number of vehicles that circulate on it based on the regulations of the Ministry of Public Works, thus allowing us to classify our road as type III. Finally, the analysis of unit prices was carried out, which together with the elaboration of a valued work schedule, it was possible to determine the referential budget and identify the execution time of the technical project.
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    Diseño integral de la vía entre las comunidades de Chazojuan y la Palma 2+500 – 7+000 km, de la parroquia Salinas en la provincia de Bolívar
    (Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2021-03) Yanchaliquin Morales, Stalin Javier; Moreira Cedeño, Fricson Lutgardo
    The Main idea of this Project is going to allow a general integration between the comunities of ChazoJuan y La Palma with a biggest economic dynamics, getting better the quality life, transportation of products and people, increasing agricultural and livestock activities, giving them a highway with a valid desing. It has been performed a reconnaissance of the zone, aplied studies like TPDA, topografich survey with Drone and soil tests. Desing every geometric characterist of the highway with Civil 3D, this data is going to be enable for give to us the another ítems for desing of the complementary works like gutters and culverts Based in the normaty MOP 2003, where it´s sustained this Project adapting to it, too using the normaty AASHTO 93 and another books for the desing of the pave, in the end, it’s calculate the movement soil volume, the Budget, unitary prices and tecnical specyfies. Finally, the Project finished is going to delivered to the comunities like institutinal input from University Tecnical of Ambato, it’s going to able to use it, like a initial preceding for the definity desing of the Project.
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    Diseño geométrico de la alternativa vial Shuyo – Pinllopata en el tramo km 24+000 – 28+000 perteneciente a los cantones Pujilí y Pangua de la provincia de Cotopaxi
    (Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2020-08) Silva Coque, Esteban Fernando; Moreira Cedeño, Fricson Lutgardo
    This project was carried out through preliminary studies since there is no design study on this road, topographic tools and equipment such as the RTK (Real Time Kinematic) equipment were used to obtain the contours of the existing road every 500 meters. In addition, a drone was used that flies over said route for imaging (orthophoto), video and obtaining the topographic strip. A fundamental part of this study was the field survey, which consists of a length of 4000 meters, is currently a ballast road. Subsequently, the topographic survey of the road and the design were carried out horizontally, vertically and transversely according to the regulations dictated by the Ministry of Transportation and Public Works of Ecuador. Then the Annual Average Daily Traffic (TPDA) was determined to know the level of service of the road which is Class IV in the estimated design period of 20 years, the calculation of cut volume of 213680.64 m3 was also achieved Due to the topography of the project and above all meet the requirements for this type of project. Finally, a referential budget was prepared for the construction of this road with optimum performance. Everything is described in this document both in tables, figures and plans duly detailed.
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    Diseño geométrico de la alternativa vial Shuyo – Pinllopata en el tramo km 0 + 000 – 4 + 000 perteneciente a los cantones Pujilí y Pangua de la provincia de Cotopaxi
    (Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2019) Jerez bunces, Fernando Javier; Aldás Sánchez, Milton Rodrigo
    The present technical project of beginning with the topographic survey, made with the total station, to determine the type of surface of the land in order to relate to the regulations and proceed with the layout. For the determination of vehicular volume, a method of manual counting was chosen during the 7 days of the week that took place from Monday, June 3, 2019 to Sunday, June 9, 2019 with a duration of 12 hours a day. The data obtained served to determine the Average Daily Traffic (TPDA) proceeding with the methods of the equivalent vehicle and the thirty hour. With the data obtained in the field, we proceeded with the geometric design of the road in a horizontal, vertical and transversal direction, taking into account the criteria and design standards in force in the Ecuadorian state. Once the geometric design was developed, we proceeded to obtain the mass volumes by means of the vertical design of the road, to later elaborate the referential budget of the section of the road under study. The aforementioned procedures are tabulated for easy interpretation and the geometric design is elaborated in properly georeferenced plans.