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Identify the Social and Economic Impact of the Rajagiriya Flyover Construction

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Does infrastructural development cause underdevelopment of the third world peripheral states like Bangladesh? Can flyover project overcome traffic congestion? Does it create vulnerabilities for the common people? This paper is an attempt to answer all the above questions. Depending on the qualitative research design, this study was conducted on the two selected flyover projects in Dhaka, Bangladesh named Mayor Hanif Flyover and Khilgaon Flyover. Theoretical arguments of development and underdevelopment on modernization and dependency school were incorporated for critically examining this research. Hence, the researcher followed conflict approaches given by Dahrendorf (1959), later used Coser (1956) and Guangshe Jia, et al.’s (2011) arguments to understand how mega projects like flyover operate through different channels in third world countries. The study then reveals that although these mega projects benefited communication system, it literally failed to fulfill public core demands and interests by making people marginalized and vulnerable. Besides, this study explored that mega projects like flyover are an outcome of bureaucratic decision in which social and environmental impact assessment was ignored.
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Urban traffic congestion has become a serious concern of transportation professionals and traffic managers. Rajagiriya town becomes severely congested due to vehicular traffic during daytime. Therefore, efforts were made to quantify this congestion and formulate appropriate measures to mitigate it. Rajagiriya town consists of several intersections located at close proximity to one another, and they have become potential sources of acute traffic congestion. There are three junctions situated along the main road (i.e. Sri-Jayewardenepura road) namely Police station junction, Bo-tree junction and the Kohilawatta road junction. In order to find a solution to this traffic congestion, the capacities of the roads were evaluated by compiling data related to prevailing vehicular flows and collecting other supportive information both as of today and for the next 20 years (i.e. up to the year 2035). From the capacity calculations made from field data it is evident that all the roads in the area would fail to cater to the future traffic demands. Road widths, lanes and walkway shoulders were designed using the U. S. Highway Capacity Manual so as to meet the anticipated traffic demands and pedestrian requirements of the future, [1]. As a solution to ease the transportation problems mentioned, initiatives were taken to separate out the traffic flows by constructing a flyover. The design of the flyover was done considering a heavy traffic movement and the flyover was so located that it did not hinder the three junctions. The location for the flyover was decided based on the prevailing operating conditions. For the flyover, pre-stressed material was proposed as it is found to be economical whereas pre-stressed concrete and in-situ concrete were proposed for the beams and piers respectively. Roundabouts were found to be a suitable solution to manage the traffic flow under the flyover. The roundabout design was done using a turning template and based on the Australian Standards (AUSTROADS) [2]. The selection and the design of a roundabout, as with any intersection, require the balancing of competing objectives such as safety, operational performance, and accessibility for all users. Factors such as land use, aesthetics, and environmental aspects too were considered. Flexible concepts allow room for independent designs and techniques tailored for a particular situation while emphasizing performance based evaluation of those designs. Finally a suitable layout plan was introduced for the study.
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To reduce traffic congestion at an at-grade intersection near a big city, one method is construction a flyover bridge at the old junction in two directions on one of the main highways. The flyover facilitates the traffic flow in the directions of the bridge, but the infrastructure cannot fully solve all of the problems especially on the secondary road. Under the bridge, although it relieves the traffic congestion at the intersection; the traffic signal still uses the same control as the “before” situation, that is the fixed time control plan. With the flyover bridge in place, it was found that about 30-35% of all traffic volumes diverted to the bridges, and time delay reduced by 30% over the same period. This paper which is one part of the first author’s thesis, presents the issues that still exist at the flyover-improved junction and makes suggestions to increase the benefits of the flyover such as creating a new cycle and phase times and improving the physical area under the bridge. The SIDRA software is used to determine the appropriate fixed time plans, and using the process of Road Safety Inspection (RSI) to audit the safety of the site and presents the improvements to the remaining problems.
A Study on the effects of flyover Construction on Traffic Flow
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Emer, T. Quezon. A Study on the effects of flyover Construction on Traffic Flow, The Case of Metro-Manila, University of Philippines. (https://www.academia.edu.com) 30.12.2019
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Mututantri, P. L., Abesinghe, W. D. P., Wijewardhana, L. S. S. (2015) Design of a flyover and Roundabout underneath it to ease the traffic congestion at the Rajagiriya Junction, Engineer: Journal of the Institution of Engineers, Sri Lanka, 48 (4), pp. 33-47. DOI: http://doi.org/10.4038/engineer.v48i4.6879 30.12.2019.
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