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Evaluation of temperature susceptibility measures in penetration grade bitumen used in Sri Lanka

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dc.contributor.author Meegahage, JN
dc.contributor.author Mampearachchi, WK
dc.contributor.editor Pasindu, HR
dc.date.accessioned 2022-06-08T09:09:41Z
dc.date.available 2022-06-08T09:09:41Z
dc.date.issued 2013-07
dc.identifier.citation Meegahage, J.N. & Mampearachchi, W.K. (2013). Evaluation of temperature susceptibility measures in penetration grade bitumen used in Sri Lanka [Abstract]. In H.R. Pasindu (Ed.), Proceedings of the Transportation Research Forum 2013 (p. 19). Department of Civil Engineering, University of Moratuwa. https://uom.lk/sites/default/files/civil/files/TRF%202013_0.pdf en_US
dc.identifier.uri http://dl.lib.uom.lk/handle/123/18196
dc.description.abstract In the recent years Sri Lanka has experienced a massive evocation in highway construction than any other period in the history. This leads to enhance the quality of ride and minimize the cost and time incur with transportation industry. Most of these highways are being constructed with Hot Mix Asphalt (HMA) where bitumen is a major constitution. The increase in demand for bitumen has lead the way to increase bitumen production and import significant amount of bitumen. In order to have good quality long lasting pavements one should ensure the usage of bitumen with desired properties. In Sri Lanka 60/70 penetration grade bitumen is used for HMA. One of the major problems in penetration grade bitumen is the absence of temperature susceptibility measures within the grading system. In this study the bitumen used in Sri Lankan roads are evaluated using several temperature susceptibility measures. They are Penetration Index (PI), Viscosity Temperature Susceptibility (VTS) and Pen-Vis Number (PVN). Bitumen samples collected from various highway projects around the country was evaluated using the above temperature susceptibility measures. The result of these measures has been analyzed for the correlation and with the limits specified in literature. It was found that there no good correlation between penetration and softening point of bitumen samples. About 50% of the samples tested showed lower penetration than the required penetration and similar behavior was obtained with their consistency. Penetration Index related to softening point showed that many samples tested were in highly temperature susceptibility region. VTS values for the test samples were scattered throughout and out of the VTS limits. PVN values obtained for the test samples were scattered closely at the temperature susceptibility region. Using the findings of the literature the behavior of PVN was approximated to PI which shows further evidence of temperature susceptibility nature of Sri Lankan bitumen. The results of temperature susceptibility measures of PI, PVN and VTS highly vary among the samples. 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%202013_0.pdf en_US
dc.subject Bitumen en_US
dc.subject Temperature susceptibility en_US
dc.subject Penetration grading en_US
dc.title Evaluation of temperature susceptibility measures in penetration grade bitumen used in 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 2013 en_US
dc.identifier.conference Transport Research Forum 2013 en_US
dc.identifier.place Colombo en_US
dc.identifier.pgnos p. 19 en_US
dc.identifier.proceeding Proceedings of the Transport Research Forum 2013 en_US
dc.identifier.email mjeewana@gmail.com en_US
dc.identifier.email wasanthak@uom.lk en_US


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