Bibliographic citations
Moscoso, P., Zambrano, M. (2020). Propuesta de mejora del nivel de servicio vehicular mediante el uso de carril reversible en Av. Jose Carlos Mariategui entre Av. Las Magnolias - Av. 1ro de Mayo [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/657756
Moscoso, P., Zambrano, M. Propuesta de mejora del nivel de servicio vehicular mediante el uso de carril reversible en Av. Jose Carlos Mariategui entre Av. Las Magnolias - Av. 1ro de Mayo [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2020. http://hdl.handle.net/10757/657756
@misc{renati/397463,
title = "Propuesta de mejora del nivel de servicio vehicular mediante el uso de carril reversible en Av. Jose Carlos Mariategui entre Av. Las Magnolias - Av. 1ro de Mayo",
author = "Zambrano Masco, Marco Nexy Roussell",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2020"
}
Day after day Traffic Congestion has become a constant in the great cities of the world and Lima is one of them. However, there are ways to mitigate the time that it’s lost in the moment to drive these high traffic roads, especially during peak hours at night, such as Av. José Carlos Mariátegui between Av. Las Magnolias and Av. 1ero de Mayo. For this reason, the present work consists of proposing an alternative solution to the problem to reduce vehicular traffic congestion by 30%, using the reversible lane. To determine the feasibility of using this solution, modeling was previously carried out using the VISSIM 9.0 software according to microscopic level parameters, which were used in the calibration and validation of the model, making it closer to reality considering the characteristics of the study zone. On the other hand, the calculation of the level of service was performed using the HCM 2010 manual, which provides a series of successive steps to finally be able to obtain the level of service for the avenue under study. From which it is concluded that the application of the reversible lane fulfills the function of reducing the level of service, going from a level “F” to a level “E” at the first intersection, and from a level “E” to a level “D“ in the second. This represents a reduction of delays by 30%, travel time by 29% and queue length by 53%. Finally, to complement the improvement of the service level of the reversible lane, two traffic light scenarios were proposed, which, scenario 2 turned out to be the most optimal with the intervals proposed in phases 1 and 2 without altering the current cycles.
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