Asphalt Pavement Temperature Profile for Tropical Climate in Indonesia

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Abstract:

Environmental and climatic factors directly affect the temperature of asphalt pavement layers. Air temperature is one of the most important environmental factors that significantly affect the temperature distribution profile of asphalt pavement layers. It is important therefore, to comprehend the asphalt strength characteristics because of the differences in asphalt pavement designs. This study was conducted in ​​tropical area with high humidity in Indonesia. A testing method was carried out to measure both temperature and humidity using thermocouples equipped with data logger and an application program of SAGA Technology. Measurements were taken for consecutive seven sunny days in July 2014. The average values obtained ​​for hourly air temperature and humidity were ranging from 24.92 to 36.98 °C and from 50.31 to 83.69% respectively. Meanwhile, pavement surface temperatures measured at 0, 20 and 65 millimeters depths were varied from 25.29 to 45.65 °C, from 25.37 to 43.59 °C, and from 26.70 to 38.54 °C respectively. Both air and asphalt pavement temperatures are sharply increased from 10:00 a.m. to 02:00 p.m. and are gradually decreased afterward.

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17-23

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July 2015

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] Diefenderfer, B.K., Al-Qadi, I.L., Imad L., Diefenderfer, S.D., Model to Predict Pavement Temperature Profile: Development and Validatio, Journal of Transportation Engineering, 132 (2), 162-167, American Society of Civil Engineers, (2006).

DOI: 10.1061/(asce)0733-947x(2006)132:2(162)

Google Scholar

[2] Hassan, H.F., Al-Nuaimi, A.S. & Jafar, T.M.A., 2005, Development of Asphalt Pavement Temperature Models for Oman, The Journal of Engineering Research Vol. 2 (2005).

DOI: 10.24200/tjer.vol2iss1pp32-42

Google Scholar

[3] Jia, L., Sun, L., and Yu, Y., Asphalt Pavement Statistical Temperature Prediction Models Developed from Measured Data in China", Plan, Build, and Manage Transportation Infrastructure in China: pp.723-732, (2008).

DOI: 10.1061/40952(317)70

Google Scholar

[4] Matic, B., Matic, D., Cosis, D., Sremac, S., Tepic, G., Ranitovic, P., A Model For The Pavement Temperature Prediction at Specified Depth, University of Novi Sad, Serbia, (2013).

Google Scholar

[5] Minhoto. M.J.C., Pais. J.C., Pereira. P.A.A., Asphalt Pavement Temperature Prediction", Road Material and Pavements Design, Volume X – No X/2005, (2005).

Google Scholar

[6] Paliukaite, M. and Vaitkus, A., Analysis of Temperature and Moisture Influence on Asphalt Pavement Strengh, The 8th International Conference, May 19 – 20, Lithuania, (2011).

Google Scholar

[7] Rathke, J. & Macpherson, R.A., Modeling Road Pavement Temperatures with Skin Temperature Observations From The Oklahoma Mesonet, Oklahoma, University of Oklahoma, (2006).

DOI: 10.15763/dbs.mesonet.standard

Google Scholar

[8] Tabatabaie, S.A., Ziari, H., Khalili, M., odelling Temperature and Resilient Modulus Asphalt Pavements for Tropic Zones of Iran. Asia, Journal Of Scientific Research 1 (6) : 579-588, Asian Network for Scientific Information, (2008).

DOI: 10.3923/ajsr.2008.579.588

Google Scholar

[9] Velasguez, R., Marasteanu, M., Clyne, R.T., Worel, B., Improved Model To Predict Flexible Pavement Temperature Profile, Third International Conference on Accelerated Pavement Testing, Madrid, Spain, (2008).

Google Scholar