Bibliographic citations
Bocanegra, B., Patricio, B. (2022). Diseño de la infraestructura vial a nivel geométrico y estructural de la carretera tramo Julcán - San Antonio - Provincia de Julcán - Región La Libertad [Tesis, Universidad Privada Antenor Orrego - UPAO]. https://hdl.handle.net/20.500.12759/9492
Bocanegra, B., Patricio, B. Diseño de la infraestructura vial a nivel geométrico y estructural de la carretera tramo Julcán - San Antonio - Provincia de Julcán - Región La Libertad [Tesis]. PE: Universidad Privada Antenor Orrego - UPAO; 2022. https://hdl.handle.net/20.500.12759/9492
@misc{renati/371211,
title = "Diseño de la infraestructura vial a nivel geométrico y estructural de la carretera tramo Julcán - San Antonio - Provincia de Julcán - Región La Libertad",
author = "Patricio Gómez, Banner Alin",
publisher = "Universidad Privada Antenor Orrego - UPAO",
year = "2022"
}
The present investigation is carried out on the highway that connects the District of Julcan with the Populated Center of San Antonio, in the Province of Julcan, La Libertad Region, in which an applied type of investigation is carried out, whose objective is to carry out a geometric and structural design with the real parameters of the area. In the present investigation, a real traffic analysis is carried out, which were used to determine the Number of Equivalent Axles (EE), then a Soil Mechanics Study is carried out for paving purposes, taking as a guide the current regulations, Manual of Material Testing of the Ministry of Transport and Communications, as well as the Geometric Design of the road section, using current regulations, Highway Manual DG-2018. In addition to carrying out the Topographic survey of the entire section under study. The design of the Flexible Pavement Structure was specified taking AASHTO 93 as a methodological guide, taking the aforementioned parameters. In the investigation, a Second-Class Road was determined, in a rough terrain (type 3), with a total length of 12.569 km, presenting a road that contains two lanes of 3.30 m wide each, with a pumping of 2.50%, in addition to implementing a rainwater evacuation system. Regarding the structural design of the flexible pavement, preferably hot asphalt, it is made up of a 9 cm layer of asphalt layer, 20 cm of a granular base and 10 cm of granular sub-base. WitThe present investigation is carried out on the highway that connects the District of Julcan with the Populated Center of San Antonio, in the Province of Julcan, La Libertad Region, in which an applied type of investigation is carried out, whose objective is to carry out a geometric and structural design with the real parameters of the area. In the present investigation, a real traffic analysis is carried out, which were used to determine the Number of Equivalent Axles (EE), then a Soil Mechanics Study is carried out for paving purposes, taking as a guide the current regulations, Manual of Material Testing of the Ministry of Transport and Communications, as well as the Geometric Design of the road section, using current regulations, Highway Manual DG-2018. In addition to carrying out the Topographic survey of the entire section under study. The design of the Flexible Pavement Structure was specified taking AASHTO 93 as a methodological guide, taking the aforementioned parameters. In the investigation, a Second-Class Road was determined, in a rough terrain (type 3), with a total length of 12.569 km, presenting a road that contains two lanes of 3.30 m wide each, with a pumping of 2.50%, in addition to implementing a rainwater evacuation system. Regarding the structural design of the flexible pavement, preferably hot asphalt, it is made up of a 9 cm layer of asphalt layer, 20 cm of a granular base and 10 cm of granular sub-base. With what has been done in this research, we want to present the improvement for the passability of the road and bring this knowledge to future projects of a similar model.
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