Citas bibligráficas
Pardo, P., Sanchez, A. (2022). Evaluación de la conservación vial del pavimento de la av. Grau entre av. Chulucanas y av. Bellavista, Piura, utilizando el método PCI [Tesis, Universidad Privada Antenor Orrego - UPAO]. https://hdl.handle.net/20.500.12759/8515
Pardo, P., Sanchez, A. Evaluación de la conservación vial del pavimento de la av. Grau entre av. Chulucanas y av. Bellavista, Piura, utilizando el método PCI [Tesis]. PE: Universidad Privada Antenor Orrego - UPAO; 2022. https://hdl.handle.net/20.500.12759/8515
@misc{renati/379050,
title = "Evaluación de la conservación vial del pavimento de la av. Grau entre av. Chulucanas y av. Bellavista, Piura, utilizando el método PCI",
author = "Sanchez Huaman, Angel Martin",
publisher = "Universidad Privada Antenor Orrego - UPAO",
year = "2022"
}
The purpose of this research work was to determine the state of preservation of the flexural pavement of Grau Avenue between Chulucanas Avenue and Bellavista Avenue in the city of Piura. For this purpose, the Pavement Condition Index (PCI) was calculated, whose procedure is described in the ASTM D6433 - 18 standard. This methodology has a rating scale between 0 and 100, where the minimum value represents a failed pavement and the maximum value represents a pavement in good condition. The visual inspection on the pavement of Grau Avenue was performed based on the 20 damages considered by the method in its 2018 version, in addition to the severity level and the proportion in which each of them is found with respect to the area of its unit. With this information and the deductible value curves provided by the standard, it was possible to determine that the Pavement Condition Index in section 01 is 82 and for section 02 it was 72. On average, a PCI value of 77 was obtained, which is indicative of a pavement in satisfactory condition. Finally, with the help of the information collected in the field, some corrective measures are proposed to prevent the deterioration from continuing to increase in severity and end up seriously affecting the condition of the pavement. These measures range from crack sealing and patch replacement to overlaying and reconstruction. The repair options were based on the suggestions offered in Luis Ricardo Vásquez Varela's manual and taking into account that it is economically feasible to carry them out.
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