Bibliographic citations
Jimenez, J., (2021). Aplicación de las metodologías PCI y VIZIR en la evaluación superficial del pavimento flexible del Ovalo La Marina hasta km 680 - Trujillo [Tesis, Universidad Privada del Norte]. https://hdl.handle.net/11537/27199
Jimenez, J., Aplicación de las metodologías PCI y VIZIR en la evaluación superficial del pavimento flexible del Ovalo La Marina hasta km 680 - Trujillo [Tesis]. PE: Universidad Privada del Norte; 2021. https://hdl.handle.net/11537/27199
@misc{renati/509019,
title = "Aplicación de las metodologías PCI y VIZIR en la evaluación superficial del pavimento flexible del Ovalo La Marina hasta km 680 - Trujillo",
author = "Jimenez Marreros, Jorge Arturo",
publisher = "Universidad Privada del Norte",
year = "2021"
}
This research project consists of the application of the PCI methodology by its acronym (Pavement Condition Index) AND VIZIR (Vision and inspection of areas and itineraries at risk in the superficial evaluation of the flexible pavement with a section of the Ovalo La Marina up to km 680 of the North Pan-American Highway of Peru, located in the Department of La Libertad, in order to compare both methodologies according to the surface damage of the pavement based on existing faults. The evaluation carried out was developed in two parts, the first referring to the field task and the second to the cabinet task. The study section has a length of 1062 meters, which was divided into 30 sampling units of 34.50 meters. After the PCI evaluation, 26.66% have a classified pavement as Good, 23.33% classified as Fair, 20% classified as Very Bad, 13.33% classified as Failed, 10% classified as Bad, 6.66% classified as Very Good and 0% as excellent. And VIZIR 46.75% classified as Fair, 28.57% classified as Good and 24.68% classified as Poor. In addition, the most important damages are: longitudinal and transverse cracks, fatigue cracks, aggregate polishing and aggregate loss. Finally, the PCI index of the section was 41.7, which was determined by averaging the PCI of all the sample units of the pavement, with which it is concluded that the flexible pavement is in a REGULAR state of conservation and the index of VIZIR we obtained a value of 3.28 that indicates that the pavement is in a REGULAR state. According to the results obtained from this analysis, they demonstrated the viability and effectiveness of both methodologies, where similar results were obtained that clearly indicate the state of the studied section classified as REGULAR and that the damages that occur are greater.
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