Citas bibligráficas
Díaz, G., (2016). Evaluación y rehabilitación de la ruta nacional PE1N en el tramo del km 409+270 - al km 416+000 Nepeña - Chimbote a nivel de inversión en el departamento de Ancash 2016 [Tesis, Universidad Privada Antenor Orrego - UPAO]. https://hdl.handle.net/20.500.12759/2527
Díaz, G., Evaluación y rehabilitación de la ruta nacional PE1N en el tramo del km 409+270 - al km 416+000 Nepeña - Chimbote a nivel de inversión en el departamento de Ancash 2016 [Tesis]. : Universidad Privada Antenor Orrego - UPAO; 2016. https://hdl.handle.net/20.500.12759/2527
@mastersthesis{renati/376332,
title = "Evaluación y rehabilitación de la ruta nacional PE1N en el tramo del km 409+270 - al km 416+000 Nepeña - Chimbote a nivel de inversión en el departamento de Ancash 2016",
author = "Díaz García, Gonzalo Hugo",
publisher = "Universidad Privada Antenor Orrego - UPAO",
year = "2016"
}
OBJECTIVES: Assess pavement condition and determine the cost level of investment in the rehabilitation of the PE-1N national route in the stretch from km 409 + 270 - to km 416+000 Nepeña - Chimbote, allowing improve traffic conditions in a conservation vial. pavement condition study was evaluated in identifying the procedures, methods and types of rehabilitation of asphalt pavements and get to determine the cost level of investment in rehabilitation. MATERIALS AND METHODS: The types of failures depending on the type of study were 19 and the method of data collection is exploratory observational using the PCI method as well as a correlation with the IEP method , which of determined the condition of the existing pavement and treatment suggestions for rehabilitation and the results obtained the degree of intervention in road maintenance investment level according investigated the MTC costs. RESULTS: From the analysis of the selected route was subdivided into seven sections 1.0 Km each and grouped in sections ; the section 01 has a PCI average of 66 ( good), the section 02 PCI average of 55 ( regular) , the section 03 has a PCI average of 53 ( regular) , the section 04 has a PCI average 50 ( regular) , the section 05 has a PCI average of 54 , ( regular) , the section 06 has an average of 59 PCI ( good) section 07 has a PCI average of 50 , ( regular). CONCLUSIONS: It has been possible to determine the condition of the pavement through the PCI method in section DV Nepeña - Chimbote from Km 409 + 270 to 416 + 000, and in turn achieve a management plan with proper maintenance and timely where the higher incidence of abnormalities are added polishes, longitudinal cracks, crevices edge, crocodile skin fails, exudation, roughening and cracking block. The evaluation by the method of Index pavement condition (PCI) it has a value of PCI = 55 on average and 56 to the right and 53 lane to the left lane and in accordance with the scale of assessment of PCI, it is concluded that the current state of the pavement is Regular.
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