Asphalt Pavement Temperature Related to Arid Saudi Environment
Publication: Journal of Materials in Civil Engineering
Volume 6, Issue 1
Abstract
Temperature is known to be one of the most important factors affecting the design and performance of asphaltic concrete pavement. For a successful pavement design, it is vital to know the range of temperatures over which a pavement will be subjected. This is especially true for desert climates. Trends in solar radiation, air temperature, surface temperature, and temperature at different depths were measured for a 25‐cm coastal slab as well as 15 cm, 20 cm, and 30 cm inland slabs in the arid Saudi coastal and inland environment. Data were analyzed for seasonal and daily variations. Surface temperature was found to be less than the temperature at a depth of 2 cm only for hot summer months and at hours of high solar radiation. Pavement temperatures ranged between 3°C and 72°C for coastal slab, and between 4°C and 65°C for inland slabs. This wide range of temperature variation results in drastic variation of asphalt concrete modulus. As temperature increases from 30°C to 60°C, the resilient modulus reduces from 5,500 MPa to 800 MPa.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
AASHTO guide for the design of pavement structures. (1986). American Association of State Highway and Transportation Officials, Washington, D.C.
2.
Al‐Abdul Wahhab, H., and Ramadhan, R. (1990). “Prediction of pavement rutting in eastern province of Saudi Arabia.” The Arabian Journal for Science and Engineering, 15(3), 385–402.
3.
Annual book of ASTM Standards. (1987). Vol. 4.03, ASTM, Philadelphia, Pa.
4.
Bissada, F. (1972). “Asphalt pavement temperatures related to Kuwait climate,” Hwy. Res. Rec. 404, Transportation Research Board, Washington, D.C., 71–85.
5.
Dempsey, B. J., and Thompson, M. R. (1970). “A heat transfer model for evaluating frost action and temperature related effects in multilayered systems.” Hwy. Res. Rec. 342, Transportation Research Board, Washington, D.C., 39–56.
6.
Dickinson, E. J. (1978). “A method for calculating the temperature gradients in asphalt concrete pavement structures based on climatic data.” Australian Road Research, 8(4), 16–34.
7.
Fatani, M., Al‐Abdul Wahhab, H., Balghunaim, F., Bubshait, A., Al‐Dhubeeb, I., and Noureldin, A. (1992). “Evaluation of permanent deformation of asphalt concrete pavement in Saudi Arabia.” Final Rep., King Abdul‐Aziz City for Science and Technology, Saudi Arabia.
8.
Kallas, B. F. (1966). “Asphalt pavement temperatures.” Hwy Res. Rec. 150, Transportation Research Board, Washington, D.C.
9.
“Pavement temperature regimes in Australia: their effect on the performance of bituminous constructions and their relationship with average climate indicators.” (1981). ARRB Special Report SR 23. AARB.
10.
Salter, R. J., and Al‐Shakarchi, M.Y.O. (1989). “Effect of ambient temperature and thermal cycling on the creep of bituminuous pavement materials.” Transp. Res. Rec. 1228, Transportation Research Board, Washington, D.C., 106–111.
11.
Venkataraman, T. S., and Venkatasubramanian, V. (1977). “Temperature studies on bituminous pavements in the tropics.” Australian Road Research, 7(1), 32–37.
12.
Williamson, R. H. (1972). “Effect of environment on pavement temperatures.” Proc. of 3rd Int. Conf. on Struct. Des. of Asphalt Pavements, 1, 144–158.
13.
Witt, H. P. (1981). “Temperature conditions in bituminous surfacing at Darwin during a period of one year.” Australian Road Research, 11(4), 30–35.
Information & Authors
Information
Published In
Copyright
Copyright © 1994 American Society of Civil Engineers.
History
Received: Dec 16, 1992
Published online: Feb 1, 1994
Published in print: Feb 1994
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.