Citas bibligráficas
Paulini, D., Rivas, M. (2024). Mejoramiento de la infraestructura vial utilizando la determinación del índice de condición del pavimento, Av. Los Diamantes del Distrito 26 de octubre, Piura, 2023 [Tesis, Universidad Privada Antenor Orrego]. https://hdl.handle.net/20.500.12759/18452
Paulini, D., Rivas, M. Mejoramiento de la infraestructura vial utilizando la determinación del índice de condición del pavimento, Av. Los Diamantes del Distrito 26 de octubre, Piura, 2023 [Tesis]. PE: Universidad Privada Antenor Orrego; 2024. https://hdl.handle.net/20.500.12759/18452
@misc{renati/374495,
title = "Mejoramiento de la infraestructura vial utilizando la determinación del índice de condición del pavimento, Av. Los Diamantes del Distrito 26 de octubre, Piura, 2023",
author = "Rivas Espinoza, Mayra Estefany",
publisher = "Universidad Privada Antenor Orrego",
year = "2024"
}
The objective of this thesis was to improve road infrastructure using the determination of the pavement condition index on Av. The diamonds of the 26 de octubre district, Piura, 2023. Of course, the type of research was applied, the descriptive level and the experimental design were transversal. In addition, the selected sample was the flexible pavement of Av. Los Diamantes, District 26 de octubre, Province of Piura, Piura Region, which has a length of 3 km. In the results, the type of failures and level of severity of the flexible pavement of Av. Los Diamantes, District 26 de octubre, Piura, 2023. In addition, the structure of the flexible pavement was designed on Av. Los Diamantes, District 26 de octubre, Piura. It was concluded that the main types of failures presented by the road infrastructure under study were: Type 4 - bulges and subsidence, type 10 - longitudinal and transverse cracks, type 12 - polishing of aggregates and type 13 - potholes. The severity level of the failures was mainly moderate and high, therefore, in general, the pavement condition index fluctuated between 0-10 and 25-40, hence, the pavement condition was very poor or failed. Regarding the design that was carried out as an improvement proposal, it was determined that the thickness of the asphalt layer, granular base and subbase is 2.5“, 4“ and 4“ respectively
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