Citas bibligráficas
Amaya, M., Hilario, H. (2022). Diseño Estructural del Pavimento Flexible de la Prolongación Avenida Dos con Calle 50 del Centro Poblado Alto Trujillo ,El Porvenir, Trujillo, Perú 2021 [Tesis, Universidad Privada Antenor Orrego - UPAO]. https://hdl.handle.net/20.500.12759/9106
Amaya, M., Hilario, H. Diseño Estructural del Pavimento Flexible de la Prolongación Avenida Dos con Calle 50 del Centro Poblado Alto Trujillo ,El Porvenir, Trujillo, Perú 2021 [Tesis]. PE: Universidad Privada Antenor Orrego - UPAO; 2022. https://hdl.handle.net/20.500.12759/9106
@misc{renati/380823,
title = "Diseño Estructural del Pavimento Flexible de la Prolongación Avenida Dos con Calle 50 del Centro Poblado Alto Trujillo ,El Porvenir, Trujillo, Perú 2021",
author = "Hilario Gonzales, Henrry Orlando",
publisher = "Universidad Privada Antenor Orrego - UPAO",
year = "2022"
}
The main objective of this research tesis is to determine the srtuctural designo f the flexible pavement of the extension of Avenue Dos with 50th Street of the Alto Trujillo Populated Center,this road despite having vehicular influx,doesn´t have a paved road,causing the population posible health problems,generating waiting times,por distribution in vehicular traffic. For this design We have considered doing it with the AASHTO 93,methodology,keeping in mind our Peruvian regulations of Urban Roads;Therefore,the topographical studies were carried out to obtain the land survey of the area,as well as the excavations of the test pits with the porpuse of extracting simples to be tested in the laboratory and this obtain the results of the soil mechanics studies with paving purposes,obtaining that the predominant soil type is poorly graded sand with a CBR of 9.8% for Avenue Dos and 9.9% for 50th Street;continuing with the procedure, the traffic study was carried out,collecting data in situ in order to carry out the process of finding the design ESAL,for Avenue Dos We have an ESAL of 4’178574 and for 50th Street of 1’636325;having all our base studies,We have proceeded to determine the design parameters,having as a final result our layer thickness alternative for both routes
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