Bibliographic citations
Ballena, J., (2022). Diseño estructural del pavimento en la Av. Dean Saavedra, en el centro poblado el Milagro, distrito de Huanchaco - Trujillo - la Libertad [Tesis, Universidad Privada Antenor Orrego]. https://hdl.handle.net/20.500.12759/8529
Ballena, J., Diseño estructural del pavimento en la Av. Dean Saavedra, en el centro poblado el Milagro, distrito de Huanchaco - Trujillo - la Libertad [Tesis]. PE: Universidad Privada Antenor Orrego; 2022. https://hdl.handle.net/20.500.12759/8529
@misc{renati/374642,
title = "Diseño estructural del pavimento en la Av. Dean Saavedra, en el centro poblado el Milagro, distrito de Huanchaco - Trujillo - la Libertad",
author = "Ballena Rojas, Jairo",
publisher = "Universidad Privada Antenor Orrego",
year = "2022"
}
The research work makes us aware of the lack of paving and road infrastructure in urban roads and our city of Trujillo is not exempt from this lack. Based on this, it generates environmental pollution, difficulty in the comfort of both vehicular and pedestrian transfer to various recreational, commercial and educational areas. The study of the thesis was carried out on Av. Dean Saavedra in the town of El Milagro, Huanchaco district of the City of Trujillo, through a descriptive investigation. With the main objective of designing the pavement structure as an alternative solution for the improvement of the proposed avenue. Therefore, guided by the regulations established by the MTC (Ministry of Transport and Communications), preliminary studies were carried out, such as soil mechanics studies, for which it was determined that the predominant type of soil is well-graded gravel with sand and presents a CBR of 26.24%. Likewise, the traffic study was carried out; in order to obtain the number of repetitions of equivalent axes for the flexible pavement with a conservative value of 1,150,000.00 EE and for the rigid pavement 1, 350,000.00 EE. For the design of the pavement structure, the AASHTO 93 methodology and the recommendations of the Building Regulations were used: Standard CE.010 Urban Pavements. 2010, which was useful to us to establish the parameters and thicknesses of the pavement design. And resulting in a 6-cm asphalt layer, a 20- cm granular base and a 15-cm granular sub-base for the flexible pavement, with an estimated cost of three million six hundred twelve thousand three hundred thirty-seven with 07/100 nuevos soles (S /. 3,612,337.07) and for the rigid pavement a concrete slab of 18 cm was obtained with an f'c = 280 kg / cm2, a granular base of 15 cm with an estimated cost of four million three hundred thirty six seven hundred nineteen with 03 / 100 nuevos soles (S /. 4,336,719.03).
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