INFORME CORTO DE FISCALIZACIÓN CARRETERA RUTA NACIONAL 27. TALUD EN ESTACIONAMIENTO 38+500
Loading...
Date
Authors
Naranjo Ureña, Ronald
Barrantes Jiménez, Roy
Loría Salazar, Luis Guillermo
Journal Title
Journal ISSN
Volume Title
Publisher
Laboratorio Nacional de Materiales y Modelos Estructurales (LanammeUCR)
Abstract
En abril del 2013 ingenieros de la Unidad de Gestión y Evaluación de la Red Vial Nacional, del Programa de Infraestructura del Transporte del LanammeUCR, realizaron una gira de fiscalización y seguimiento en la Ruta Nacional No.27, con el fin de realizar un registro actualizado de las condiciones geotécnicas de los taludes a lo largo de la ruta.
En el kilómetro 38+500 se identificó un talud con recubrimiento de concreto en condiciones que evidencien un alto potencial de riesgo por desprendimiento del concreto. El alto nivel de deterioro que presenta el talud y la cercanía con la carretera merita una intervención inmediata, con el fin de prevenir lesiones a los usuarios de la vía.
In April 2013 engineers Management and Evaluation of the National Road Network Department PITRA-LanammeUCR, made a tour of inspection and monitoring in the National Route No.27, in order to make an updated record of the geotechnical conditions of the slopes along the route. At kilometer 38+500 a batter-coated concrete conditions that demonstrate a high potential risk for particular detachment was identified. The high level of deterioration that presents the slope and the proximity to the road warrants an immediate action in order to prevent injury to the road users.
In April 2013 engineers Management and Evaluation of the National Road Network Department PITRA-LanammeUCR, made a tour of inspection and monitoring in the National Route No.27, in order to make an updated record of the geotechnical conditions of the slopes along the route. At kilometer 38+500 a batter-coated concrete conditions that demonstrate a high potential risk for particular detachment was identified. The high level of deterioration that presents the slope and the proximity to the road warrants an immediate action in order to prevent injury to the road users.
In April 2013 engineers Management and Evaluation of the National Road Network Department PITRA-LanammeUCR, made a tour of inspection and monitoring in the National Route No.27, in order to make an updated record of the geotechnical conditions of the slopes along the route. At kilometer 38+500 a batter-coated concrete conditions that demonstrate a high potential risk for particular detachment was identified. The high level of deterioration that presents the slope and the proximity to the road warrants an immediate action in order to prevent injury to the road users.
In April 2013 engineers Management and Evaluation of the National Road Network Department PITRA-LanammeUCR, made a tour of inspection and monitoring in the National Route No.27, in order to make an updated record of the geotechnical conditions of the slopes along the route. At kilometer 38+500 a batter-coated concrete conditions that demonstrate a high potential risk for particular detachment was identified. The high level of deterioration that presents the slope and the proximity to the road warrants an immediate action in order to prevent injury to the road users.
Description
Keywords
PITRA, Ruta Nacional No. 27, taludes, concreto, deslizamiento, seguridad vial, infraestructura vial, National Route No. 27, slopes, concrete, landslide, road safety, road infrastructure
Citation
https://www.lanamme.ucr.ac.cr/repositorio/handle/50625112500/189