Estudio y diseño de la vía que une las comunidades de Misquilli, Quinche y Jerusalén con la parroquia Santa Rosa, provincia de Tungurahua y la estabilización de taludes por medio de mallas orgánicas

Abstract

The present project seeks to improve the current conditions of the road that has a non-technical layout and without any drainage work, factors such as those mentioned have contributed to the fact that with the passage of time and the climatic conditions of the sector, the total deterioration of the road will occur. It began with the visual recognition of the sector to socialize with the residents the project that is intended to run, consecutively proceeded with the topographic work to obtain a suitable belt and work on it, but not before performing the traffic count to determine the classification of the road and take the corresponding design values provided by the Geometric Design of Roads standard of the Ministry of Public Works (MOP). To determine the soil type of the project and proceed with the design of the pavement, laboratory tests were carried out to find the soil characteristics, being the most important the California Bearing Rates test (CBR), which served to establish the thicknesses of each granular layer that make up the structure of the pavement. Additionally drainage works were designed such as ditches and culverts, which guarantee the useful life of the project. Slope stabilization was also carried out through the placement of organic meshes.

Finally, the analysis of unit prices, volume calculations and referential budget was carried out, in addition environmental measures were taken to mitigate the negative impact of the project.