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Applicability of HCM 2000 & 1986 to determine the level of service in urban arterial roads, Sri Lanka

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dc.contributor.author Mampearachchi, WK
dc.contributor.author Jayasuriya, WWC
dc.contributor.author Senaratne, SAMANI
dc.contributor.author Sumanathissa, RPP
dc.contributor.editor Pasindu, HR
dc.date.accessioned 2022-06-09T09:58:24Z
dc.date.available 2022-06-09T09:58:24Z
dc.date.issued 2012-07
dc.identifier.citation Mampearachchi, W.K., Jayasuriya, W.W.C., Senaratne, S.A.M.A.N.I., & Sumanathissa, R.P.P. (2012). Applicability of HCM 2000 & 1986 to determine the level of service in urban arterial roads, Sri Lanka[Abstract]. In H.R. Pasindu (Ed.), Proceedings of the Transportation Research Forum 2012 (p. 25). Department of Civil Engineering, University of Moratuwa. https://uom.lk/sites/default/files/civil/files/TRF%20book%202012%20-e-copy_0.pdf en_US
dc.identifier.uri http://dl.lib.uom.lk/handle/123/18236
dc.description.abstract The 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 development 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 and1986 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 flowvs.density curveshave 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.relation.uri https://uom.lk/sites/default/files/civil/files/TRF%20book%202012%20-e-copy_0.pdf en_US
dc.subject Highway capacity manual
dc.subject Traffic stream - level of service
dc.subject Urban minor arterial roads
dc.title Applicability of HCM 2000 & 1986 to determine the level of service in urban arterial roads, Sri Lanka en_US
dc.type Conference-Abstract 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 Transport Research Forum 2012 en_US
dc.identifier.place Colombo en_US
dc.identifier.pgnos p. 25 en_US
dc.identifier.proceeding Proceedings of the Transport Research Forum 2012 en_US
dc.identifier.email chamindijayasuriya@gmail.com en_US
dc.identifier.email nrdsenaratne@yahoo.com en_US
dc.identifier.email prageethran@yahoo.com en_US
dc.identifier.email wasanthak@uom.lk en_US


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