La presente investigación servirá para determinar los niveles de servicio actual de cada acceso y en cada intersección vial semaforizada, así como en el tramo total propuesto, para plantear alternativas de solución al problema gracias a los resultados obtenidos, para ello se plantea optimizar el comportamiento del flujo vehicular en la Av. Gustavo Pinto desde la intersección con Av. Jorge Basadre Grohmann hasta la intersección con Calle Coronel Mendoza en el distrito de Tacna comprendiendo el análisis detallado de 5 esquinas semaforizadas ubicadas en la Avenida Gustavo Pinto del Distrito, Provincia y Departamento de Tacna, debido al planteamiento del problema que surge a partir de las demoras y colas observadas en la actualidad. Dicho análisis inicia planteando la metodología a emplearse basada en el HCM 2010 con las mediciones de campo necesarias tales como, cantidad y ancho d...

The present investigation makes an analysis of the current conditions that are generated due to vehicular congestion at the intersection of the two main arterial avenues under study that occur at peak hours. The purpose of the present study is to optimize the behavior of the vehicular flow with the presentation of proposals for solutions that improve the current level of service and reduce the existing vehicular congestion in the study area.

Urban growth and vehicular expansion in cities have progressively reduced the level of service on main roads, affecting mobility, energy efficiency, and road safety. In this context, the study aimed to evaluate vehicular congestion along an urban corridor in the city of Moquegua, Peru, classified as an intermediate city. The methodology was based on field measurements, including vehicle counts, travel times, and intersection delays, complemented by the application of the Highway Capacity Manual (HCM) criteria to determine the Level of Service (LOS). The results showed that the corridor initially presented a Level of Service E, with speeds ranging from 23 to 28 km/h and an average delay of 52 s/veh. After implementing traffic signal coordination and cycle time adjustments, the Level of Service improved to C, with a 40.4 % reduction in delays and a 36 % increase in operating speed. Additio...