Citas bibligráficas
Fernández, S., Rengifo, J. (2023). Análisis y propuesta de solución al congestionamiento vehicular en la intersección de la avenida Huamán con la calle 28 de Julio, Víctor Larco Herrera – La Libertad [Tesis, Universidad Privada Antenor Orrego]. https://hdl.handle.net/20.500.12759/11122
Fernández, S., Rengifo, J. Análisis y propuesta de solución al congestionamiento vehicular en la intersección de la avenida Huamán con la calle 28 de Julio, Víctor Larco Herrera – La Libertad [Tesis]. PE: Universidad Privada Antenor Orrego; 2023. https://hdl.handle.net/20.500.12759/11122
@misc{renati/379403,
title = "Análisis y propuesta de solución al congestionamiento vehicular en la intersección de la avenida Huamán con la calle 28 de Julio, Víctor Larco Herrera – La Libertad",
author = "Rengifo Vásquez, Juan Francisco",
publisher = "Universidad Privada Antenor Orrego",
year = "2023"
}
The present investigation treats about the study of vehicular traffic at the intersection of Av. Huamán with 28 de Julio Street, located in the district of Víctor Larco Herrera, rovince of Trujillo, with the objective of evaluating the delays, saturation, level of service and propose alternative solutions that optimize traffic in the area. The investigation will be an applied and descriptive type, in which the intersection will be evaluated through a macroscopic model, under the methodology of the HCM-2010 Highway Capacity Manual, for which field work was carried out, where we took data such as the measurement of lanes, access roads, vehicle entry speed, traffic signal count and vehicle count, carried out in periods of 15 minutes for 7 days during peak hours, these being 7 :30 to 8:30 a.m., 01:30 to 02:30 p.m. and 06:30 to 07:30 p.m. Then, with the data obtained, we proceeded to model the current traffic situation at the intersection, under the Two-Way Stop Controlled (TWSC) methodology contemplated in the Highway Capacity Manual HCM-2010, supported by Synchro 11.0 software, in which the necessary parameters were introduced, such as vehicle capacity, operating speed, lane measurement, rush hour factor, type of signals, etc. being for this case an intersection controlled by stop signs. From the previous modeling, it was obtained that the delay is 149.4 seconds/veh., with a service level F. Subsequently, alternative solutions were proposed that help optimize the vehicular flow, the most feasible being the restriction of the entry of heavy vehicles and some movements in the intersection, managing to reduce the delay to 32.9 sec/veh, with a level of service D. In conclusion, the analyzed intersection presents congestion problems and a very low level of service, but with the present proposal, which consists of diverting vehicles through streets with little traffic flow, it is possible to reduce delays by 78%, thus achieving way to improve the level of service and optimize traffic in the area.
Este ítem está sujeto a una licencia Creative Commons Licencia Creative Commons