Citas bibligráficas
Pajares, P., Rebaza, D. (2018). Diseño a nivel de afirmado de la carretera en el tramo entre los caserios Zapotal – Moyobamba, Marmot – Gran Chimú – la Libertad,2018 [Tesis, Universidad Privada de Trujillo]. http://repositorio.uprit.edu.pe/handle/UPRIT/69
Pajares, P., Rebaza, D. Diseño a nivel de afirmado de la carretera en el tramo entre los caserios Zapotal – Moyobamba, Marmot – Gran Chimú – la Libertad,2018 [Tesis]. : Universidad Privada de Trujillo; 2018. http://repositorio.uprit.edu.pe/handle/UPRIT/69
@misc{renati/7584,
title = "Diseño a nivel de afirmado de la carretera en el tramo entre los caserios Zapotal – Moyobamba, Marmot – Gran Chimú – la Libertad,2018",
author = "Rebaza Ipince, Dennis Heli",
publisher = "Universidad Privada de Trujillo",
year = "2018"
}
He present research work called: “DESIGN AT THE LEVEL OF AFFIRMATION OF THE ROAD IN THE SECTION BETWEEN THE CASASIOS ZAPOTAL -MOYOBAMBA, MARMOT- GRAN CHIMÚ - LA LIBERTAD, 2018“ we developed this project with the main objective of designing a highway at the affirmed, located on the stretch between the Zapotal and Moyobamba farmhouses, in the district of Marmot, Gran Chimú province and La Libertad department. For this we made two lines and a study of the road was carried out to be able to carry out the design at the level of the affirmed, for that we carried out a soil study, a study of quarries, the geometric design of the road, a hydrological study, an analysis of costs and budgets, for this we apply the technical knowledge of engineering and current regulations by the Ministry of Transport and Communications. According to these studies, the best route could be chosen, since it is the least long and the most economical. As is the way 1. The road has been classified within the tracks as a truck path and for its orography type 4, steep. Therefore it has been designed with a guideline speed of 30 km / h, since in the regulations the speed for a truck track is not stipulated, but the speed for roads of third class, has a minimum radius of curvature of 15m and a section of 4 meters wide, plus a berm of 0.5m. to both parts of the same one, in addition it is necessary to emphasize that it has been designed with a pumping of 3%, to be inside a rainy zone, triangular ditches of 0.15m were designed. high and 0.30m. wide on each side, with its maximum slope of 15% in the most critical areas. Finally, a base budget for the elaboration of the project was obtained with a total cost of 10,564,173.06 (ten million five hundred sixty-four thousand one hundred seventy-three and 06/100 new soles)
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