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Assessment of operating speeds of rehabilitated rural roads with asphalt surfacing

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dc.contributor.author Wijeratne, DDS
dc.contributor.author Mampearachchi, WK
dc.contributor.editor Pasindu, HR
dc.date.accessioned 2022-06-03T09:48:05Z
dc.date.available 2022-06-03T09:48:05Z
dc.date.issued 2017-07
dc.identifier.citation Wijeratne, D.D.S. & Mampearachchi, W.K. (2017). Assessment of operating speeds of rehabilitated rural roads with asphalt surfacing [Abstract]. In H.R. Pasindu (Ed.), Proceedings of the Transportation Research Forum 2017 (pp. 5-6). Department of Civil Engineering, University of Moratuwa. https://uom.lk/sites/default/files/civil/files/TRF%202017_0.pdf en_US
dc.identifier.uri http://dl.lib.uom.lk/handle/123/18109
dc.description.abstract In Sri Lanka, rural roads are not specifically designed on technical requirements. Most of the rural roads (C and D classes) have historical backgrounds as being tracks and trails coming even beyond the colonial times. Hence, most of the rural roads in Sri Lanka are almost following the same traces and not designed technically. Nowadays, rural roads are being rehabilitated. So far, those rehabilitation projects underwent with merely construction improvements and proper geometrical improvements have not been adopted. It was found out that the actual speeds can be significantly greater after rehabilitation affecting the safety of road users. The aim of this study was to assess actual operating speeds, posted speed limits and to find design operating speeds that supposed to be after the rehabilitation. Finally, it suggests rational speed limits to rural rehabilitated roads under purview. Most of the rural roads in Sri Lanka haven’t posted speed limits specified according to the geometric, road environment and functionality level of the road. The speed limits of 70km/h and 50km/h are the usual speed limits enforced for traffic in arterial roads which are categorized as class A and B. Since the speed limits are not categorized according to the type of the road, above speed limits apply to the rural roads as well. It’s hardly been seen that traffic speeds are controlled or monitored by law enforcement on rural roads. Hence the speed choice of the rural road drivers depends on variety of other factors. The 85th percentile speed is taken as the operating speed. This speed has been used as a basis for suggesting rational speed limit since most drivers behave in a safe and reasonable manner and do not want to get into crashes. Also, it encourages drivers to travel at about the same speed. The researchers have studied a number of rehabilitated roads in North Western province in Sri Lanka. Each road is divided into several sections; straight and curved sections. Operating speeds on straight sections were given priority in suggesting rational speed limits. As operating speeds in curves are considerably lower and enforcing lower posted speeds only based on operating speeds on curves for entire road, would not be practical since drivers tend to disrespect the speed limit. The suggested rational speed limit for all the roads under purview is 50 km/h and this speed limit will be overridden to a lesser speed limit at a curved section based on the operating and design speed. This speed limit should be notified using sign boards and shall be enforced only for the curve itself. 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%202017_0.pdf en_US
dc.subject 85th Percentile speed en_US
dc.subject Rational speed limits en_US
dc.subject Operating speeds en_US
dc.subject Speed assessment en_US
dc.subject Speed management en_US
dc.subject Rural roads en_US
dc.title Assessment of operating speeds of rehabilitated rural roads with asphalt surfacing 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 2017 en_US
dc.identifier.conference Transport Research Forum 2017 en_US
dc.identifier.place Katubedda en_US
dc.identifier.pgnos pp. 5-6 en_US
dc.identifier.proceeding Proceedings of the Transport Research Forum 2017 en_US
dc.identifier.email mahayaya@gmail.com en_US
dc.identifier.email wasanthak@uom.lk en_US


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