Bibliographic citations
Vásquez, E., Rios, L. (2021). Propuesta de diseño de pavimento rígido para mejorar la transitabilidad en el jirón Santo Toribio cuadras 02, 03, 04 y 05 de la localidad de Pósic – provincia de Rioja – Perú 2021 [Trabajo de suficiencia profesional, Universidad Científica del Perú]. http://hdl.handle.net/20.500.14503/1401
Vásquez, E., Rios, L. Propuesta de diseño de pavimento rígido para mejorar la transitabilidad en el jirón Santo Toribio cuadras 02, 03, 04 y 05 de la localidad de Pósic – provincia de Rioja – Perú 2021 [Trabajo de suficiencia profesional]. PE: Universidad Científica del Perú; 2021. http://hdl.handle.net/20.500.14503/1401
@misc{renati/1037806,
title = "Propuesta de diseño de pavimento rígido para mejorar la transitabilidad en el jirón Santo Toribio cuadras 02, 03, 04 y 05 de la localidad de Pósic – provincia de Rioja – Perú 2021",
author = "Rios Isuiza, Liz",
publisher = "Universidad Científica del Perú",
year = "2021"
}
At present, with the accelerated growth of the demand for vehicles both for commercial purposes, as well as for passenger transport, the inhabitants of the town of Posic live in complete disorder due to the lack of an urban road infrastructure project. To solve this problem, an alternative design of a rigid pavement is proposed to improve vehicular and pedestrian traffic of the Jr. Jirón Santo Toribio blocks 02, 03, 04 and 05 of the town of Posic, province of Rioja. To meet the objectives, the topographic survey of the mentioned 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 of data that are necessary for the design were carried out. rigid pavement. The methodology used for this project is AASHTO 93, which made it possible to carry out the revisions by load in the center of the slab, as well as in the longitudinal and transverse joints. This project is a descriptive cross-sectional non-experimental research because it consists of a single variable with which the development of the project is worked and the technique is observation and the data collection instrument is the observation guide. Therefore, to determine the volumes of earthworks to the longitudinal profiles, a cut of 0.20 is made for the concrete and 0.20 for the selected affirmation, and finally the metering is done to determine the project budget.
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