Iraqi Journal of Civil Engineering
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Search Results for level-of-service-los

Article
Improving of Traffic Capacity for Congested Square inBaghdad City

Hamid A. Awad

Pages: 26-42

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Abstract

Abstract :The increase in traffic volumes at intersections is one of the important problems thatmakes difficulties in the traffic operation management and movement then leads to trafficcongestion in these facilities.Capacity and level of service are important considerations and control points for theanalysis of intersections and evaluate the operation of the intersection.The present paper is dealing with the objectives of the evaluation of the capacity and thelevel of service at Al-Mat'haf square in Baghdad City, and development of alternativeimprovement strategies to overcome the traffic operation problems and to present a bestproposal to enhance the performance from the capacity point of view.To achieve these objectives, the traffic volumes data collection and geometric layout forAl-Mat'haf square that required for the traffic and geometrical analysis were gatheredmanually, while SIDRA traffic program is used for the requirements of traffic analysisprocess.It has been concluded that, fly over connect the direction arrived from Al-Tajneedintersection towards Damascus square is the best proposal to improve the capacity andtraffic operation ability of Al-Mat'haf squareKeywordsTraffic Capacity, Traffic Operation, Level of Service (LOS), Saturation Flow

Article
The efficiency improvement for traffic operating and modifying delay time in al-Kadessah intersection at AL Ramadi city

Khalid Mhana

Pages: 1-12

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Abstract

Traffic movement is considered a compound phenomenon that is impacted by behavioural, economic, and physical aspects. It is performed within the context of an urban system that consists of road networks and crossings, where the movement crouches to depend. The measuring of identifying their size and densities and current problems helps to Improve and development for roads and streets network existing and important is intersections for purposes the accessibility, potentiality of future intersections, and network development towards constructing a composition to raise the quality and the efficient performance of roads and streets. The study was dependent on a traffic survey for intersections, areas of urban intersections, and the road network of Al-Ramadi city, as well as the number of vehicles that generated a large volume of traffic flow. The use of the program (HCS 2010) to detect appropriate for purposes decreasing traffic congestion and delayed trip time in the areas based on existing and future districts that generate different types and purposes of journeys to lessen the delay trip time to lessen traffic congestion. Therefore, research looks at both sides: first, a study of the existing intersections of the main road network and urban streets, including an examination of the components and shapes of these intersections in the study area; second, an examination of the importance placed on these intersections by the planning and design process.

Article
Evaluating Traffic Operation for Multilane Highway (Ramadi – Fallujah) Highway as Case Study

Hamid A. Awad, Hameed A. Mohammed

Pages: 120-134

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Abstract

Multilane highways typically are located in suburban communities, leading into central cities, or along high-volume rural corridors connecting two cities or significant activities that generate a substantial number of daily trips. The objectives of the present study include the analysis, and evaluation the level of service (LOS) on section for multilane highway in Ramadi city. The LOS multilane highway is based on density, which is calculated by dividing per lane flow by speed. The required traffic and geometrical data has been collected through field surveys on the section for multilane highway. Traffic volume data were collected manually and classified by vehicles types during each 15 minute interval. Highway Capacity Software 2000 (HCS 2000) program is used for the requirements of traffic analysis process to determine the level of service. It has concluded that the level of service on selected section for east bound is (A), and for west bound is (B).

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