Bibliographic citations
Evangelista, E., Cabeza, E. (2020). Evaluación y análisis del estado de conservación del pavimento flexible de la avenida Miraflores tramo avenida américa norte y avenida 26 de marzo de la ciudad de Trujillo utilizando la metodología PCI y Vizir [Tesis, Universidad Privada Antenor Orrego]. https://hdl.handle.net/20.500.12759/6552
Evangelista, E., Cabeza, E. Evaluación y análisis del estado de conservación del pavimento flexible de la avenida Miraflores tramo avenida américa norte y avenida 26 de marzo de la ciudad de Trujillo utilizando la metodología PCI y Vizir [Tesis]. : Universidad Privada Antenor Orrego; 2020. https://hdl.handle.net/20.500.12759/6552
@misc{renati/380196,
title = "Evaluación y análisis del estado de conservación del pavimento flexible de la avenida Miraflores tramo avenida américa norte y avenida 26 de marzo de la ciudad de Trujillo utilizando la metodología PCI y Vizir",
author = "Cabeza Ulloa, Erick",
publisher = "Universidad Privada Antenor Orrego",
year = "2020"
}
The purpose of this research is to determine the state of conservation of the flexible pavement of Miraflores Avenue, section of North America Avenue and March 26 Avenue using the PCI (Pavement Condition Index) methodology and the VIZIR (Surface Deterioration Index) methodology. For the development of the PCI methodology, a sample length of 31.5 meters was obtained with a total of 24 samples, 12 outbound and 12 back, randomly chosen with an interval of 3. For the development of the VIZIR methodology, a length was used 100 meter sample with a total of 24 samples, 12 outbound and 12 back. The failures identified in the study area using the PCI methodology were the following: Detachment of aggregates (73.79%), Patching and patching (17.23%), Edge crack (2.84%), Longitudinal and transverse crack (2.40%), Skin Crocodile (1.87%), Bulking and sinking (0.78%), Gaps (0.54%), Aggregate polishing (0.30%), Block cracking (0.23%) Clearing (0.02%). And the failures identified in the study area using the VIZIR methodology were the following: Loss of aggregates (59.30%), Patching and patching (17.50%), Edge disintegration (6.15%), Longitudinal fatigue cracks (5.69%), Edge Fissure (4.07%), Binding Film Loss (3.17%), Crocodile Skin Fissure (1.54%), Fish Eyes (1.06%), Sinking (0.37%), Shelling (0.36%), Parabolic Fissure ( 0.31%), Bulking (0.25%), Aggregate polishing (0.13%), Depressions or sinking (0.06%), Clearing (0.03%). Being “Loss of aggregates” with 59.30% the most predominant fault in the evaluated route.
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