Ingeniería Civil y Mecánica
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Item Evaluación del proceso de conservación de la estructura del pavimento asfaltico de 4,2 km de la vía Cunchibamba - San Andrés(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2024-08) Aguilar Salazar, David Salomón; Aldás Sánchez, Milton RodrigoAn analysis of the current situation of the Vía Cunchibamba – San Andrés was carried out due to its intense commercial and tourist activity, which has caused a notable deterioration in its surface. Given this circumstance, it will be deemed necessary to examine the deficiencies and condition of the road, identifying the most worn areas and critical problems, in order to propose a maintenance plan that guarantees safe and comfortable circulation. A research process was initiated to carry out a georeferenced topographic survey, collecting 550 points. Then, a vehicle count was carried out for 12 continuous hours over 7 consecutive days, determining the projected TPDA and TPDAf for 20 years, considering the road as a Class II Collector. Next, the soil was studied using granulometry tests and Atterberg limits, making pits of one cubic meter for each kilometer and in the initial Abscissa, the California Support test, obtaining an average of 20.43 percent, classifying it as a subgrade quality from Fair to Good and Excellent. In addition, a deflection analysis was carried out in the rolling layer using the Benkelman Beam, showing type I deflections. Finally, the Pavement Condition Index method was used, identifying existing faults on the road to carry out the respective maintenance plan and a reference budget for conservation so that the road can be in an optimal state for its use.Item Implementación de un plan de conservación y mantenimiento de la vía Artezón Valle Hermoso, desde la abscisa 4+100 hasta la abscisa 8+264, ubicado en el sector Artezón, cantón Pelileo de la provincia de Tungurahua(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2024-02) Paredes Urgiles, Alfredo Alexander; Moreira Cedeño, Fricson LutgardoIt is important to have a proper maintenance in the road network of a country, because this network with the passage of time is deteriorating according to the existing traffic, as well as other physical and environmental agents that decrease their serviciabiliad, this is how the road infrastructure brings several benefits for the development of a community in social and economic areas. For this reason, in the province of Tungurahua, Pelileo Parish, Artezón Valle Hermoso Sector, a field and laboratory study was carried out to find structural failures, with the objective of proposing a road maintenance plan; thus, through a vehicle count, the current and future traffic was determined, classifying the section as a Type I collector road, on the other hand, through the use of the PCI method, the current physical condition of the pavement was categorized, obtaining a Very Bad rank. A structural analysis was also carried out through the Benkelman beam where the deflections of the road infrastructure were analyzed, categorizing them as Type III where the level of damage was found in the wearing course, in response to the results it was determined that the section needs reconstruction, for this reason, a study of the properties of the soil was carried out to determine the design CBR. Finally, with the results obtained, the pavement structure was designed and a reference budget of $455,406.72 was proposed based on the items and technical specifications included in this project.Item Diseño de un plan de conservación de la estructura de la capa de rodadura de la vía a Pelileo - Chiquicha, ABS 4+000 - 8+000, provincia de Tungurahua(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2023-09) Choto Caiza, Xiomara Dennise; Núñez Aldás, Galo WilfridoA study of the current state of the Vía Pelileo-Chiquicha was carried out due to the high commercial and tourist mobility it has, which is why its surface layer has considerable deterioration. Due to this situation, it was necessary to analyze the failures and conditions of the road, recognizing the areas with the most wear and critical failures, thus proposing a conservation plan that allows safe and comfortable circulation. It began with the execution of a research process to develop a georeferenced topographic survey, obtaining 550 points. The vehicle count continued for 12 uninterrupted hours for 7 consecutive days, determining the projected TPDA and TPDAf for 20 years, considering the road as a Class II Collector. Subsequently, the study of the soil was carried out by means of granulometry tests, Atterberg limits, for which test pits of one cubic meter were made for each kilometer and the California Support test, obtaining an average of 12.24 percent that belongs to a Regular to Good subgrade, in addition, an analysis of deflections in the road surface was carried out using the Benkelman Beam, yielding type I deflections and the Pavement Condition Index method, identifying that the road is located in good condition since his average is 56.63 points, needing a rehabilitation. Once these analyzes have been identified, a periodic road maintenance plan is required to obtain a referential budget of de $ 70.564,50 for its conservation.Item Propuesta para la rehabilitación de la red vial de Tungurahua, grupo 1 de la vía Manzana de Oro-Cevallos de la provincia de Tungurahua(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2023-08) Silva Acosta, María Fernanda; Chérrez Gavilanes, Diego SebastiánThe Manzana de Oro road presents a very advanced deterioration, since being poorly designed it generates inconveniences in the mobilization between cantons, which influences Ambato and Cevallos, however, this does not apply only for maintenance since its failures are of great magnitude and are prone to generate accidents, so it is necessary a redesign and improvement of this infrastructure that is beneficial not only for the economy of these sectors but to provide security to the people. To conduct the new design of this road, a topographic study was carried out to identify the conditions in which it is located, based on points that were placed at an established distance. During consecutive hours near the starting point, it was possible to calculate the TPDA planned for 20 years and to conclude that the road belongs to Class R-I according to M.T.O.P. In addition to this, the physical and mechanical properties of the extracted soil were analyzed through soil tests guided under the AASHTO standard, such as moisture content, granulometry, Atterberg limits, modified Proctor and the CBR study which in turn generated results in a range between 11 to 20 percent qualifying the sample as a regular-good soil for pavement design. Finally, a new geometric design of the road was proposed based on the results that allowed unit price analysis and estimation of a reference budget.Item Mejoramiento del diseño geométrico de la vía que une los sectores de Cruz Loma- Palama, ubicada en la parroquia Salasaca y el Rosario del cantón Pelileo, provincia de Tungurahua(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2023-06) Moreta Supe, David Tarquino; López Arboleda, Alex GustavoThe development of a country or region depends to a greater extent on the condition of its roads, for these reasons it is essential to improve the roads, which will boost the productive and economic part of the sector under study influencing a better mobility of products and vehicles to travel along the road ensuring fluidity of communication between the beneficiaries. The present technical project starts with the observation in the territory of the current condition of the road, consequently we proceeded to the survey of the topographic strip where the road will be located, then we established the vehicle counting station where the volume of traffic was recorded for seven days for a period of eight hours obtaining the TPDA Annual Average Daily Traffic and the projection of future traffic in 20 years was established, The soil was also studied by means of moisture, granulometry, liquid and plastic limit, modified proctor, and the bearing capacity of the soil was determined by means of the CBR test. Subsequently, the horizontal, vertical and transversal geometric design was carried out in accordance with the regulations established by the Ministry of Transportation and Public Works, the flexible pavement design was obtained by means of the AASHTO-93 regulations, where the thicknesses adopted for the asphalt layer, base and subbase were specified. Finally, the cost of the project is specified through the analysis of unit prices.Item Diseño geométrico de la vía que une las comunidades la Independencia – Riobambeñita pertenecientes a la parroquia El Triunfo del cantón Pastaza, provincia de Pastaza(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2023-03) Hugo Duran, Marco Antonio; Aldás Sánchez, Milton RodrigoIn response to the poor design and state of the roads that connect the Riobambeñita-La Independencia communities belonging to the El Triunfo parish, the necessary studies were carried out to improve the road that unites these communities, with the purpose of improving the viability of this sector. For the development of the project, the topographic survey was carried out with a total station, the vehicle count which with a 20-year projection gave us a value of 504 vehicles per day. The soil studies were carried out by means of test pits dug every 500 meters, with this study it was possible to determine a design CBR of 6.7 percent, a value used later for the respective calculation of the pavement to be designed applying the AASHTO 93 regulations, thus allowing to guarantee a good design for posterity. The geometric design, both horizontal and vertical, of the road was carried out in accordance with the specifications issued by the MOP 2003, a standard that classifies it as a Class III road to determine the characteristics, as well as minimum radii, minimum and maximum slopes, ditches, volumes in cut and fill, cross section, slopes and drainage works. The referential budget was determined with the values of volumes of work and analysis of unit prices obtained and entered into the Punis software in the GADPPz, in which a total budget of one million four hundred fifty-five thousand thirty-one dollars, 96/100 cents was obtained.Item Implementación del proceso de conservación de la estructura de la capa de rodadura de la vía Pelileo – Cotaló ABS 0+000 – 4+000 de la provincia de Tungurahua(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2023-03) Ordoñez Salinas, Jhosselyn Dahily; López Arboleda, Alex GustavoVehicular mobility is essential for the connectivity of various towns and cities, which depends directly on the state and quality of the road infrastructure. Pelileo is recognized for its large textile production, Huambaló for its furniture, and Cotaló for its agro-industrial production. For this reason, it has a significant flow of tourists and producers, thus requiring a red road in optimal conditions, proportion and safety. Based on the above, a georeferenced survey was demonstrated along the section of the road with the implementation of a tape measure and GPS, the result of which was a cloud of 402 points, which were graphed in a digital model. A vehicle count was carried out 7 days a week, 12 hours a day, manually, in the sector with the highest vehicular mobility, where a future traffic of 8272 vehicles/day was obtained, data with which it was possible to classify the road as Motorway or Multilane Highway (AV1). The analysis was carried out according to the pavement condition index, from which a pavement classification as good was obtained, with a value of 68.19. Through the study of the results obtained, a rehabilitation plan is proposed, which must be carried out periodically in order to preserve the road in the best conditions.Item Ampliación de la vía El Limón – El Deseo 4+000 a 8+000 perteneciente al cantón Pangua de la provincia de Cotopaxi(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2023-02) Aillón Maroto, Brando Ariel; Bayas Altamirano, Myriam MarisolThe need for this technical project lies in meeting the requirements of the residents regarding the problem of vehicular traffic in the El Limón-El Deseo sector, which generated a conflict in terms of economic issues regarding the sustainability of the sector, agriculture and livestock. Therefore, we proceeded to provide a solution based on the regulations of the Ministry of Transportation and Public Works MTOP 2003, and AASHTO 93 regulations. The methodology of this technical project began with the topographic survey with precision equipment, in this case a total station, the survey contains the existing road, a strip of 50m per side and existing buildings that reach within this strip. Subsequently, a soil analysis was carried out, excavation pits were dug to obtain soil samples every 500m along the road section under study, with these samples laboratory tests were carried out to obtain the characteristics, physical and mechanical properties of the soil, information necessary for the subsequent design of pavements. For the road design, we began with a vehicle count for 7 days and 12 hours a day, from which we obtained the future TPDA, necessary to choose the type of road and its characteristics according to the aforementioned regulations. Finally, a referential budget was elaborated with the current unit prices, so that the responsible entity, in this case the GAD Municipal de Pangua, can make use of this technical project for the benefit of the community.Item Implementación del proceso de conservación de la estructura de la capa de rodadura de la vía Patate - Baños ABS 18+700 – 22+200 de la provincia de Tungurahua(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2022-09) Sánchez Álvarez, Juan Sebastián; López Arboleda, Alex GustavoThe quality of the road infrastructure of a town is a fundamental pillar for the integration of several sectors, the large agricultural production of Patate and the tourism generated by the Canton of Baños have been the factors that directly influence the need to have a road network in the best operating conditions, providing comfort and safety to all users. For the present project, a Georeferenced survey of the road was carried out with the help of a tape measure and a GPS, a total of 376 points were collected, data reflected in a digital model. A manual count was carried out in the area with the highest vehicular mobility for 12 hours from Monday to Sunday, obtaining a future traffic of 20670 veh/day, a value that classifies the road as a highway or multilane road AV1. The pavement condition index (PCI) was determined, which resulted in 71.20, a value that qualifies the pavement as Very Good. The deflections of the pavement were determined every 200 meters, finding that the road presents type I deflections with a behavior of the subgrade and the pavement of good quality. 3 soil samples were collected to perform granulometry tests, Atterberg limits, Modified Proctor and CBR, classifying the soil as a silty sand (SM) of RegularGood quality and exclusive use for subgrade. Through the results obtained in the different investigations, a Routine Maintenance was planned, which will be carried out at least once a year and its objective will be to preserve the Patate-Baños road in optimal conditions.Item Ampliación de la vía El Limón – El Deseo 8+000 A 12+000 perteneciente al Cantón Pangua de la provincia de Cotopaxi(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2022-09) Llerena Altamirano, Diego Andres; Bayas Altamirano, Myriam MarisolThis technical project is located in the province of Cotopaxi, in the Pangua canton, in sections 8+000 to 12+000. The project is based on providing a solution to the problem of vehicular traffic for the inhabitants of the sector, which hinders commerce for the inhabitants who are dedicated to agriculture and livestock. The methods used for the calculations are based on the regulations of the Ministerio de Transporte y Obras Públicas MTOP 2003 and AASHTO 93. The topographic survey was carried out with a total station, and with the help of cadeneros, the existing road was surveyed, taking into account the houses, churches and fields. To have a better reference of the terrain, a 50-meter topographic strip was made on each side of the road. For the soil analysis, soil samples were taken by means of calicatas that were elaborated every 500 meters of the existing road, to later carry out the studies to evaluate the physical and mechanical characteristics of this one. The traffic analysis was carried out by means of a manual vehicle count, which was carried out for 7 consecutive days and 12 hours a day. This count was used to determine the type of road and its characteristics. For the reference budget, the materials were quoted according to the year 2022 and the unit price analysis of the most relevant items for the construction of the project was carried out.