Bibliographic citations
Pascual, J., Rebaza, J. (2019). Aplicación de la metodología PCI en la evaluación del estado del pavimento flexible de la avenida metropolitana II de la ciudad de Trujillo [Tesis, Universidad Privada Antenor Orrego - UPAO]. https://hdl.handle.net/20.500.12759/4991
Pascual, J., Rebaza, J. Aplicación de la metodología PCI en la evaluación del estado del pavimento flexible de la avenida metropolitana II de la ciudad de Trujillo [Tesis]. : Universidad Privada Antenor Orrego - UPAO; 2019. https://hdl.handle.net/20.500.12759/4991
@misc{renati/380745,
title = "Aplicación de la metodología PCI en la evaluación del estado del pavimento flexible de la avenida metropolitana II de la ciudad de Trujillo",
author = "Rebaza Aguilar, José Carlos",
publisher = "Universidad Privada Antenor Orrego - UPAO",
year = "2019"
}
The main objective of this thesis work is to determine the condition index of the flexible pavement in the Metropolitan Avenue II of the city of Trujillo in the use of the methology of the PCI (Pavement Condition Index), it means, it is precise the level of degradation that the study path currently presents. So, it makes emphasis in the need to have a strategy that allows us to intervenue opportunely and provide a maintenance service, rehabilitation or replacement of the asphalt if necessary. This research work begins with the division of the road into sections or ““sampling units““ of 35.4 m each one, giving a total of 54 sample units in the left lane and 41 in the right lane, of which have been studied 13 and 12 respectively, making a total of 25 sample units in an evaluation according to what is stipulated in the PCI manual. Once the sectioning of the road and the selection of the study samples, the visual inspection was proceeded, studying existing faults, as well as their severity and quantity. All the information in the field work is collected in the formats standardized by the methodology. Finally, the data was processed according to the PCI manual and a the result is a value of 49.21 for the right lane and 51.02 for the left lane; according to the rating ranges of the methodology both values corresponding to a ““REGULAR““ status.
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