dc.contributor.author |
Mampearachchi, WK |
|
dc.contributor.author |
Jayasuriya, WWC |
|
dc.contributor.author |
Senaratne, SAMANI |
|
dc.contributor.editor |
Nawagamuwa, U |
|
dc.contributor.editor |
de Silva, LIN |
|
dc.date.accessioned |
2022-05-26T03:31:09Z |
|
dc.date.available |
2022-05-26T03:31:09Z |
|
dc.date.issued |
2012-12 |
|
dc.identifier.citation |
Mampearachchi, W.K., Jayasuriya, W.W.C., & Senaratne, S.A.M.A.N.I. (2012). Applicability of HCM 2000 to determine the level of service in urban arterial roads, Sri Lanka. In U. Nawagamuwa & N. de Silva (Eds.), Proceedings of the Civil Engineering Research for Industry Symposium 2012 (pp. 51-56). Department of Civil Engineering, University of Moratuwa. |
en_US |
dc.identifier.uri |
http://dl.lib.uom.lk/handle/123/17916 |
|
dc.description.abstract |
T16 obJective of this research is to identify the applicability of Highway Capacity Manual
(HCM) to determine the Level of service in urban minor arterial roads in Sri Lanka.
HCM has been developed by the transport research board, USA. Currently most of the local road
eve opment agencies use HCM for capacity analysis of roads. There have been no researches carried
out to identify the applicability of HCM to the Sri Lankan condition. To depict the quality of service of
the roads quantitative measures of a traffic stream are required. Level of Service (LOS) is a quality
measure describing operational conditions within a traffic stream, generally in terms of service
measures such as speed and travel time, freedom to maneuver, traffic interruptions and comfort.
Six LOS are defined based on service flow rates of roads. Letters designate each level from A to F with
LOS A representing the best operating conditions and LOS F the worst. Though the local roads have
acceptable LOS, the results obtained from both HCM 2000 andl986 have not reflected it
It is required to identify the factors which affect the LOS. For that a sample of two way - two lane
roads were selected. For the selected sample flow vs. density curves have been developed by
considering traffic data and speed survey data. Based on the literature findings and data collected
from the field, six LOS for the urban minor arterial roads have been defined. |
en_US |
dc.language.iso |
en |
en_US |
dc.publisher |
Department of Civil Engineering, University of Moratuwa |
en_US |
dc.subject |
Highway capacity manual |
en_US |
dc.subject |
Level of service |
en_US |
dc.subject |
Two way two lane highways |
en_US |
dc.title |
Applicability of HCM 2000 to determine the level of service in urban arterial roads, Sri Lanka |
en_US |
dc.type |
Conference-Full-text |
en_US |
dc.identifier.faculty |
Engineering |
en_US |
dc.identifier.department |
Department of Civil Engineering |
en_US |
dc.identifier.year |
2012 |
en_US |
dc.identifier.conference |
Civil Engineering Research for Industry Symposium 2012 |
en_US |
dc.identifier.place |
Katubedda |
en_US |
dc.identifier.pgnos |
pp. 51-56 |
en_US |
dc.identifier.proceeding |
Proceedings of the Civil Engineering Research for Industry Symposium 2012 |
en_US |
dc.identifier.email |
[email protected] |
en_US |
dc.identifier.email |
[email protected] |
en_US |