Bibliographic citations
Huamán, A., (2024). Diseño de reforzamiento del pavimento en servicio en avenida César Vallejo y avenida Los Incas, Trujillo, La Libertad [Tesis, Universidad Privada Antenor Orrego]. https://hdl.handle.net/20.500.12759/37171
Huamán, A., Diseño de reforzamiento del pavimento en servicio en avenida César Vallejo y avenida Los Incas, Trujillo, La Libertad [Tesis]. PE: Universidad Privada Antenor Orrego; 2024. https://hdl.handle.net/20.500.12759/37171
@misc{renati/377856,
title = "Diseño de reforzamiento del pavimento en servicio en avenida César Vallejo y avenida Los Incas, Trujillo, La Libertad",
author = "Huamán Bazán, Arquímedes Smith",
publisher = "Universidad Privada Antenor Orrego",
year = "2024"
}
As a general objective in this project, the road between César Vallejo Avenue and Los Incas Avenue, La Libertad, is evaluated, presenting the methodology applied as guidance, its contrast technique is descriptive. This project begins with the location of progressives within the section, in order to carry out the evaluation. A preliminary observation was made, determining a general condition of the pavement and the type of road in accordance with the CE 0.10 Urban Pavements standard. Subsequently, a traffic study is carried out to determine the design ESAL. In this case, traffic was determined where light vehicles predominate and the pavement is not in poor condition, resulting in a type of arterial road. Then an evaluation was carried out using the PCI methodology to determine the state of the pavement specifically, using sample units, with an average evaluation classified as very good by the manual, but it was determined that Los Incas Avenue is in a bad state. good for the presence of street commerce. Afterwards, the evaluation was carried out by deflectometry using the Benkelman beam, determining what structural situation it is currently in with respect to the subgrade; resulting within CASE 1 according to the classification presented by the MTC, a DC greater than the Dadm was obtained, but since there were no failures of structural origin, in addition the RC > 80m, what requires structural reinforcement to support the ESAL of design. Finally, the thickness of the recommended structural reinforcement in the pavement was determined, resulting in a 5cm thick hot asphalt layer (CAC). Likewise, section plans were made according to each point taken in the field, in addition to the location and location plan
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