Time available for compaction of asphalt concrete (TAC) in tropical countries

dc.contributor.authorNishantha, AMK
dc.contributor.authorMampearachchi, WK
dc.contributor.editorPasindu, HR
dc.date.accessioned2022-06-03T08:20:57Z
dc.date.available2022-06-03T08:20:57Z
dc.date.issued2017-07
dc.description.abstractRoad sector development is increased rapidly in Sri Lanka after the civil war. Asphalt concrete is most widely used for the construction of roads due to fast construction, durability, and comfortability, construction easiness compared to other materials. The aim of this research is to identify the time available for compaction of hot mixed asphalt concrete in the field, during both day time and night time. The temperature of the asphalt mixture directly affects for compaction process. In this study, measure the time available for cooling of laid asphalt up to 900C for ABC base and existing asphalt roads. The parameters taken are asphalt layer thickness, base temperature, ambient temperature with different mixtures and different types of asphalt pavers. The standard specification for construction and maintenance of roads and bridges (ICTAD) has specified that the breakdown and the intermediate rolling shall be carried out at a temperature not less than 1350C and 1150C respectively. The final rolling shall be completed before the temperature of the mix falls below 900C. In the field, thermocouples were installed in different layer thicknesses of asphalt to measure temperature changes and recorded at five-minute intervals of the same mixture throughout the day. Measurements were taken in different types of mixtures and observed the available time for compaction of HMA. It was found that the cooling rate of HMA is significantly affected the measured parameters and best results were found from 12.30 pm to 1.30pm and also found that lay down temperature below 1350C was not significantly affected to compaction of HMA and need to complete all the compaction process before 900C. In this research found that cooling rate of HMA mixes are significantly affected environmental factors and layer thicknesses of the mixes and also found that first 10 -15 minutes cooling rate is greater. Also found that the binder course cooling rate is greater than wearing course.en_US
dc.identifier.citationNishantha, A.M.K., & Mampearachchi, W.K. (2017). Time available for compaction of asphalt concrete (tac) in tropical countries [Abstract]. In H.R. Pasindu (Ed.), Proceedings of the Transportation Research Forum 2017 (pp. 31-32). Department of Civil Engineering, University of Moratuwa. https://uom.lk/sites/default/files/civil/files/TRF%202017_0.pdfen_US
dc.identifier.conferenceTransport Research Forum 2017en_US
dc.identifier.departmentDepartment of Civil Engineeringen_US
dc.identifier.emailkamal.prda@yahoo.comen_US
dc.identifier.emailwasanthak@uom.lken_US
dc.identifier.facultyEngineeringen_US
dc.identifier.pgnospp. 31-32en_US
dc.identifier.placeKatubeddaen_US
dc.identifier.proceedingProceedings of the Transport Research Forum 2017en_US
dc.identifier.urihttp://dl.lib.uom.lk/handle/123/18096
dc.identifier.year2017en_US
dc.language.isoenen_US
dc.publisherDepartment of Civil Engineering, University of Moratuwa.en_US
dc.relation.urihttps://uom.lk/sites/default/files/civil/files/TRF%202017_0.pdfen_US
dc.subjectTemperature of asphalten_US
dc.subjectHMAen_US
dc.subjectAggregate base courseen_US
dc.subjectTACen_US
dc.subjectAsphalt compactionen_US
dc.titleTime available for compaction of asphalt concrete (TAC) in tropical countriesen_US
dc.typeConference-Abstracten_US

Files

Original bundle

Now showing 1 - 1 of 1
Loading...
Thumbnail Image
Name:
Time Available for Compaction of Asphalt Concrete (TAC) in Tropical Countries.pdf
Size:
122.41 KB
Format:
Adobe Portable Document Format
Description:

License bundle

Now showing 1 - 1 of 1
Loading...
Thumbnail Image
Name:
license.txt
Size:
1.71 KB
Format:
Item-specific license agreed upon to submission
Description:

Collections