dc.contributor.author |
Jeyakaran, T. |
|
dc.contributor.author |
Wickramasinghe, W.M.V.S.K. |
|
dc.date.accessioned |
2019-01-03T05:36:00Z |
|
dc.date.available |
2019-01-03T05:36:00Z |
|
dc.date.issued |
2017-12-07 |
|
dc.identifier.citation |
8th International Conference on Structural Engineering and Construction Management, 2017 |
en_US |
dc.identifier.uri |
http://ir.lib.seu.ac.lk/handle/123456789/3398 |
|
dc.description.abstract |
Getambe roundabout is vulnerable to traffic congestions causing a bottleneck for the
vehicles entering and leaving through Western Approach to Kandy city. The aim of this study is
to identify the traffic issues at Getambe Roundabout and provide suitable mitigation measures to
overcome the problem. The scope of the study is to propose a suitable method to increase the
capacity level of the roundabout for traffic in thirty years of time period. According to the traffic
flow data, the level of service of A1 road on which the roundabout is located is ‘F’ based on
AUSTROADS Standards. It is the worst scenario. In the meantime the capacity of the roundabout
was not adequate according to Federal Highway Administration criteria. Collision diagram was
developed based on accident records and it is revealed that roundabout is one of the most
severely vulnerable place in Kandy. Location of the nearby railway crossing causes long queues
of vehicle quite often. Considering all the traffic issues, four combinations were analysed to find
out the suitable solution along with the option of widening the roundabout into two lanes, which
is a part of each combination. Four combinations; (1) Tunnel between A1 road and Sirimavo
Bandaranayake Mawatha, (2) bypass road from William Gopallawa Mawatha (WPM) to Galaha
road parallel to the railway track, (3) two way flyover from A1 road to William Gopallawa
Mawatha and (4) improvement of access roads to the Getambe Roundabout were analysed to
come up with the suitable solution. Second and forth combinations were rejected based on the
volume to capacity ration of the roundabout. Out of the remaining, Analytical Hierarchy Process
(AHP) was followed to select the best combination, which is the construction of a two way flyover
from A1 road to WGM along with the widening of the roundabout into two lanes. Further
Benefit/Cost analysis was performed to justify the selective alternative over the others. |
en_US |
dc.language.iso |
en_US |
en_US |
dc.publisher |
Asian Institute of Technology |
en_US |
dc.relation.ispartofseries |
ICSECM2017;443 |
|
dc.subject |
Getambe roundabout |
en_US |
dc.subject |
Traffic issues |
en_US |
dc.subject |
Tunnel construction |
en_US |
dc.subject |
Widening of the roundabout |
en_US |
dc.subject |
Flyover |
en_US |
dc.title |
An investigation on traffic issues at Getambe roundabout |
en_US |
dc.type |
Article |
en_US |