Bibliographic citations
Alvarez, I., Napa, F. (2024). Propuesta de diseño geométrico estandarizado para mejorar la transitabilidad vehicular del tramo Huayllabamba – Racchi Ayllu +1.500 al +4.500 km eje de conexión al aeropuerto de Chinchero [Trabajo de Suficiencia Profesional, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/683244
Alvarez, I., Napa, F. Propuesta de diseño geométrico estandarizado para mejorar la transitabilidad vehicular del tramo Huayllabamba – Racchi Ayllu +1.500 al +4.500 km eje de conexión al aeropuerto de Chinchero [Trabajo de Suficiencia Profesional]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2024. http://hdl.handle.net/10757/683244
@misc{renati/1036167,
title = "Propuesta de diseño geométrico estandarizado para mejorar la transitabilidad vehicular del tramo Huayllabamba – Racchi Ayllu +1.500 al +4.500 km eje de conexión al aeropuerto de Chinchero",
author = "Napa Tineo, Fabricio Jesus",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2024"
}
In Peru, one of the greatest deficiencies that afflicts are the roads; rural roads are part of 69% of the road network. This problem affects many communities due to the complicated traffic it generates, limiting the development of the communities. The objective of this project is to improve the passability of the highway between Huayllabamba - Racchi through a geometric design according to the DG-2018 design manual, to meet the needs that the future Chincheros International Airport will generate and improve the passability between these communities. The project is carried out through fieldwork and research. Starting with the recognition of the current state of the road, identifying its deficiencies and taking current measures. Subsequently, the geometric design is prepared with respect to the DG-2018 Design Manual, taking into consideration the 5-year projection regarding the demand that the Chincheros International Airport will generate. Finally, the simulation is carried out using the Vehicle Tracking software. As a result, vehicular flow has increased through a Third-Class Type 4 road, at a design speed of 30 km/m and a road width of 6 meters. Also, passability has been improved in larger vehicles (B3-1) to be able to travel on the road. In addition, compliance with standards has been improved by 87% with respect to the current state and the new geometric design.
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