Bibliographic citations
Reyes, M., Cunia, E. (2023). Evaluación superficial del estado actual del pavimento flexible de la ruta SM–114, tramo Emp. PE-5N (DV. Rioja)–Pósic, L=4.30km, aplicando el método índice de condición del pavimento [Universidad Nacional de San Martín. Fondo Editorial]. http://hdl.handle.net/11458/4953
Reyes, M., Cunia, E. Evaluación superficial del estado actual del pavimento flexible de la ruta SM–114, tramo Emp. PE-5N (DV. Rioja)–Pósic, L=4.30km, aplicando el método índice de condición del pavimento []. PE: Universidad Nacional de San Martín. Fondo Editorial; 2023. http://hdl.handle.net/11458/4953
@misc{renati/1056899,
title = "Evaluación superficial del estado actual del pavimento flexible de la ruta SM–114, tramo Emp. PE-5N (DV. Rioja)–Pósic, L=4.30km, aplicando el método índice de condición del pavimento",
author = "Cunia Santa Cruz, Edith Jhovani",
publisher = "Universidad Nacional de San Martín. Fondo Editorial",
year = "2023"
}
Surface Evaluation of The Current Condition of Road SM - 114 Flexible Pavement, Section Emp. PE-5N (Dv. Rioja) - Pósic, L=4.30km, applying the Pavement Condition Index Method. The present thesis has as an introduction the problematic situation of the current state of the surface treatment of the flexible pavement of the route SM - 114, section Emp. PE-5N (Dv. Rioja) – Posic, l=4.30km. which the objective of Evaluating the surface of the flexible pavement was met by applying the Pavement Condition Index method to know the current state of the SM - 114 route, section Emp. PE-5N (Dv. Rioja) – Posic, l=4.30km, located between the districts of Rioja and Posic, province of Rioja, department of San Martin. The surface of the flexible pavement of the section of the aforementioned route was evaluated, from which a data collection format was prepared in the field according to the ASTM D6433-03 manual, where all the types of failures found were recorded, but for this During the field work, the appropriate security implements were available. For the superficial evaluation of said section under study, it was divided into a total of 156 sampling units, of which they were represented in two sections. Section 01 that corresponds to km.00+000 to km.03+500, which was divided into 140 units, with a road width of 6.10 m and a sample length of 25 m and with a sample unit area of 152.50 m2 complying with the range of areas according to the aforementioned manual. Section 02 that corresponds to km.03+500 to km.04+300, which was divided into 16 units, with a road width of 5.00 m, a sample length of 50 m and a sample unit area of 250 m2 also in the allowed range. After data collection, the process of applying the pavement condition index (PCI) method was followed, from which it was concluded that the current condition of the flexible pavement of the section under study has a total average PCI value of 37%. with a Poor rating.
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