Bibliographic citations
Castillo, J., (2017). Propuesta de diseño de un pavimento rígido para el mejoramiento de la transitibilidad vehicular y peatonal de la localidad de Lajón distrito Huaranchal, Otuzco - La Libertad 2017 [Tesis, Universidad Privada de Trujillo]. http://repositorio.uprit.edu.pe/handle/UPRIT/12
Castillo, J., Propuesta de diseño de un pavimento rígido para el mejoramiento de la transitibilidad vehicular y peatonal de la localidad de Lajón distrito Huaranchal, Otuzco - La Libertad 2017 [Tesis]. : Universidad Privada de Trujillo; 2017. http://repositorio.uprit.edu.pe/handle/UPRIT/12
@misc{renati/972831,
title = "Propuesta de diseño de un pavimento rígido para el mejoramiento de la transitibilidad vehicular y peatonal de la localidad de Lajón distrito Huaranchal, Otuzco - La Libertad 2017",
author = "Castillo Quispe, Juan Carlos",
publisher = "Universidad Privada de Trujillo",
year = "2017"
}
At present, with the accelerated growth of the demand of vehicles for commercial purposes as well as passenger transport, the inhabitants of the town of LAJON live in complete disorder due to the lack of an urban road infrastructure project. To solve this problem we propose an alternative design of a rigid pavement for the improvement of the vehicular and pedestrian trafficability of the town of LAJÓN, Huaranchal district, Otuzco - La Libertad. In order to comply with the objectives, a topographic survey of the aforementioned locality was carried out, as well as the field exploration and laboratory tests for paving purposes. In addition to this, the traffic study and the hydrological study were carried out data that are necessary for the design of Hard flooring. The methodology used for this project is AASHTO 93 which allowed to carry out the load revisions to the center of the slab as well as in the longitudinal and transverse joints. This project is a non-experimental research of descriptive transverse type because it consists of a single variable with which the development of the same is worked and the technique is observation and the instrument of data collection is the observation guide. Therefore, to determine the volumes of earth moving to the longitudinal profiles, a cut of 0.20 is made for the concrete and 0.20 for the selected stake, and finely the metrado is made to determine the project budget.
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