Bibliographic citations
Briceño, H., Aranibar, C. (2022). Propuesta de diseño de un pavimento rígido para el mejoramiento de la transitabilidad vehicular y peatonal de la localidad de Leoncio Prado - Picota – San Martín [Tesis, Universidad Científica del Perú]. http://hdl.handle.net/20.500.14503/1833
Briceño, H., Aranibar, C. Propuesta de diseño de un pavimento rígido para el mejoramiento de la transitabilidad vehicular y peatonal de la localidad de Leoncio Prado - Picota – San Martín [Tesis]. PE: Universidad Científica del Perú; 2022. http://hdl.handle.net/20.500.14503/1833
@misc{renati/1038161,
title = "Propuesta de diseño de un pavimento rígido para el mejoramiento de la transitabilidad vehicular y peatonal de la localidad de Leoncio Prado - Picota – San Martín",
author = "Aranibar Muñoa, Christian Aristo",
publisher = "Universidad Científica del Perú",
year = "2022"
}
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 Leoncio Prado live in complete disorder due to the lack of an urban road infrastructure project. To solve this problem, a design alternative for a rigid pavement is proposed to improve vehicular and pedestrian traffic in the town of Leoncio Prado, district of Shamboyacu - Picota - San Martín. To meet the objectives, the topographic survey of the mentioned location 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 lack of paving continues to be a problem that persists in different places. Although the authorities on duty do their best to cover these problems, the budget assigned is deficient and consequently only improvements can be covered; The problem is exacerbated when maintenance is not foreseen in the streets that have already been repaired, causing streets in poor condition and impassable, especially in the interior of the neighborhoods. The methodology used for this project is AASHTO 93, which made it possible to carry out load reviews at the center of the slab, as well as at 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. Therefore, to determine the volumes of earthwork 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 made to determine the budget.
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