Bibliographic citations
Duran, W., Reyes, L. (2023). Diseño de pavimento y señalización de vías de la prolongación avenida Grau del distrito veintiséis de octubre, provincia de Piura, 2022 [Tesis, Universidad Privada Antenor Orrego]. https://hdl.handle.net/20.500.12759/11289
Duran, W., Reyes, L. Diseño de pavimento y señalización de vías de la prolongación avenida Grau del distrito veintiséis de octubre, provincia de Piura, 2022 [Tesis]. PE: Universidad Privada Antenor Orrego; 2023. https://hdl.handle.net/20.500.12759/11289
@misc{renati/381844,
title = "Diseño de pavimento y señalización de vías de la prolongación avenida Grau del distrito veintiséis de octubre, provincia de Piura, 2022",
author = "Reyes Moscol, Luis César",
publisher = "Universidad Privada Antenor Orrego",
year = "2023"
}
This present research work was developed in the Extension of Grau Avenue in the District of 26 de Octubre - Piura, which was considered for the study 4.98 km of the road, through an Applied type investigation. With the main objective of designing the Pavement to improve trafficability and propose a design of road signs in the area. Traffic studies were carried out during 7 days of the week in two most critical stations of the road, which are E-01 extension Grau Avenue with intersection Raúl Mata la Cruz Avenue and E-02 extension Grau Avenue with intersection César Vallejo Avenue where the counting methodology was applied and the volume of traffic was quantified to obtain my IMDa. We obtained permission from the Municipality of the District 26 de Octubre to carry out our soil study, which 05 test pits were carried out in the open to obtain samples, these were taken to the laboratory to carry out the corresponding tests, which we obtained a CBR for our good quality subgrade, it should be noted that the minimum value of 14.00% was chosen for the design. Having these results, we applied the AASTHO design method, Guide for Design of Pavement Structures 1993, accompanied by the Highway Manual and the CE Technical Standard. 010 of Urban Pavements, the thicknesses of the flexible pavement were identified, resulting in a thickness of 7 cm for the asphalt layer, 30 cm for the Base and 20 cm for the Sub-base. Finally, an architectural design and road signage was incorporated, using Manuals for Automotive Traffic Control devices for Streets and Highways, suitable for our road under study where we have been able to carry it out using Revit and Twinmotion software.
This item is licensed under a Creative Commons License