Technical Papers
Feb 19, 2014

Cooling Time Estimation of Newly Placed Hot-Mix Asphalt Pavement in Different Weather Conditions

Publication: Journal of Construction Engineering and Management
Volume 140, Issue 5

Abstract

In hot-mix asphalt (HMA) pavement construction, newly placed pavement must be sufficiently cooled before it can be opened to traffic. Estimation of the time required for pavement to reach a desired temperature level is necessary for highway agencies to make proper specifications and for contractors to plan for daily productions. In this study, energy exchange at the surface of newly laid HMA pavement was modeled as a function of time and weather conditions. Thermodynamics theory and finite-element method were used to model and simulate the cooling process. Field validation indicates that the modeling and simulation results match the observations reasonably well. The analysis procedure developed in this study can be used to predict HMA pavement cooling in different weather conditions. This paper contributes to the understanding of fundamental thermal exchanges in freshly placed HMA pavement, quantification of the influences of weather conditions and time on the thermal exchanges, and realistic estimation of pavement cooling time for better specification and production plans. It also facilitates future exploration of artificial cooling methods by reducing the number of site trials through computer simulations.

Get full access to this article

View all available purchase options and get full access to this article.

References

Ahmad, M. J., and Tiwari, G. N. (2010). “Solar radiation models—A review.” Int. J. Energy Res., 2011(35), 271–290.
Al-Kaisy, A., and Nassar, K. (2009). “Developing a decision support tool for nighttime construction in highway projects.” J. Constr. Eng. Manage., 119–125.
ANSYS 14.0 [Computer software]. ANSYS Academic Research.
Bird, R. E., and Riordan, C. (1986). “Simple solar spectral model for direct and diffuse irradiance on horizontal and tilted planes at the Earth’s surface for cloudless atmospheres.” J. Clim. Appl. Meteorol., 25(1), 87–97.
Bonan, G. (2008). Ecological climatology, 2nd Ed., Cambridge University Press, Cambridge, U.K.
Carroll, J. J. (1985). “Global transmissivity and diffuse fraction of solar radiation for clear and cloudy skies as measured and as predicted by bulk transmissivity models.” Solar Energy, 35(2), 105–118.
Chadbourn, B. A., Newcomb, D. E., Voller, V. R., DeSombre, R. A., Luomn, J. A., and Timm, D. H. (1998). “An asphalt paving tool for adverse conditions.”, Univ. of Minnesota, Minneapolis.
Chang, C., Chang, Y., and Chen, J. (2009). “Effect of mixture characteristics on cooling rate of asphalt pavements.” J. Transp. Eng., 297–304.
Collares-Pereira, M., and Rabl, A. (1979). “The average distribution of solar radiation—Correlation between diffuse and hemispherical and between daily and hourly insolation values.” Solar Energy, 22(2), 155–164.
Daines, M. E. (1985). “Cooling time of bituminous layers and time available for their compaction.”, Pavement Materials and Construction Division, Highways and Structures Dept., Transport and Road Research Laboratory, Crowthorne, Berkshire, U.K.
Dunston, P. S., Savage, B. M., and Mannering, F. L. (2000). “Weekend closure for construction of asphalt overlay on urban highway.” J. Constr. Eng. Manage., 313–319.
Ertekin, C., and Yaldiz, O. (1999). “Estimation of monthly average daily global radiation on horizontal surface for Antalya, Turkey.” Renew. Energy, 17(1), 95–102.
Federal Highway Administration (FHWA). (2002). “Pavement preservation checklist series: Thin hot-mix asphalt overlay.”, Washington, DC.
Hall, M., Keikhaei Dehdezi, P., Dawson, A., Grenfell, J., and Isola, R. (2012). “Influence of the thermo-physical properties of pavement materials on the evolution of temperature depth profiles in different climatic regions.” J. Mater. Civ. Eng., 32–47.
Hancher, D., and Taylor, T. (2001). “Nighttime construction issues.”,Transportation Reseatch Board, Washington, DC.
Jordan, P. G., and Thomas, M. E. (1976). “Prediction of cooling curves for hot-mix paving materials by a computer program.”.
Lee, E., Lee, H., and Harvey, J. (2006). “Fast-track urban freeway rehabilitation with 55-h weekend closures: I-710 Long Beach case study.” J. Constr. Eng. Manage., 465–472.
Luoma, I. A., Allen, B., Voller, V. R., and Newcomb, D. E. (1995). “Modeling of heat transfer during asphalt paving.” Numer. Methods Therm. Prob., IX(2), 1125–1135.
Lytton, R. L., Tsai, F. L., Lee, S. I., Luo, R., Hu, S., and Zhou, F. (2010). “Models for predicting reflection cracking of hot mix asphalt overlays.”, Transportation Research Board, Washington, DC.
Minister of Natural Resources Canada. (2005). Clean energy project analysis: RETScreen engineering & cases textbook, Ottawa.
Mostafavi, A., Valentin, V., Abraham, D., and Louis, J. (2012). “Assessment of the productivity of nighttime asphalt paving operations.” J. Constr. Eng. Manage., 1421–1432.
MultiCool, version 3.0 [Computer software]. Auburn Univ., Auburn, AL.
National Weather Service. (2011). “Anatomy of a forecast.” 〈http://pajk.arh.noaa.gov/info/wxterms.php〉 (Dec. 16, 2012).
Pennsylvania Dept. of Transportation. (2008). Construction manual, Harrisburg, PA.
Peurifoy, R. L. (2011). Construction planning, equipment, and methods, 8th Ed., McGraw-Hill, New York.
Sandberg, U., et al. (2011). “Optimization of thin asphalt layers—State-of-the-art review, ERA-NET ROAD Project, optimization of thin asphalt layers, Deliverable No. 1.” ERA NET ROAD, European Commission.
Scherocman, J. A. (2006). “Compaction of stiff and tender asphalt concrete mixes, factors affecting compaction of asphalt pavements.” Transportation Research Record Circular, Transportation Research Board, Washington, DC, No. E-C105, 69–83.
Stroup-Gardiner, M., Law, M., and Nesmith, C. (2000). “Using infrared thermography to detect and measure segregation in hot mix asphalt pavements.” Int. J. Pav. Eng., 1(4), 265–284.
Suo, Z. (2012). “Evaluation of asphalt concrete pavement service life using 3D nonlinear finite element analysis and nonlinear fatigue damage model.” Ph.D. dissertation, Hong Kong Polytechnic Univ., Hong Kong.
Tegeler, P. A., and Dempsey, B. J. (1973). “A method of predicting compaction time for hot-mix bituminous concrete.” Proc. Association of Asphalt Paving Technologists, 42, 499–523.
Timm, D. H., Voller, V. R., Lee, E. B., and Harvey, J. (2001). “CalCool: A multi-layer asphalt pavement cooling tool for temperature prediction during construction.” Int. J. Pav. Eng., 2(3), 169–185.
Uddin, M., Mahboub, K. C., and Goodrum, P. (2011). “Effects of non-normal distributions on highway construction acceptance pay factor calculations.” J. Constr. Eng. Manage., 137(2), 108–118.
Voller, V. R., Newcomb, D. E., Chadboum, B. A., DeSombre, R. A., Timm, D. H., and Luoma, J. A. (1998). “A computer tool for predicting the cooling of asphalt pavements.” D. E. Newcomb, ed., Cold Regions Impact on Civil Works. 9th Int. Conf. on Cold Regions Engineering, Minneapolis, 661–671.
Wolfe, R. K., Heath, G. L., and Colony, D. C. (1983). “Cooling curve prediction of asphaltic concrete.” J. Transp. Eng., 137–147.

Information & Authors

Information

Published In

Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 140Issue 5May 2014

History

Received: Jun 3, 2013
Accepted: Dec 18, 2013
Published online: Feb 19, 2014
Published in print: May 1, 2014
Discussion open until: Jul 19, 2014

Permissions

Request permissions for this article.

Authors

Affiliations

Yuhong Wang
P.E.
Assistant Professor, Dept. of Civil and Environment Engineering, The Hong Kong Polytechnic Univ., Hong Kong.
M.ASCE
Assistant Professor, Dept. of Civil and Environment Engineering, The Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong (corresponding author). E-mail: [email protected]
Alvin S. T. Wong
Research and Development, Highways Dept., Hong Kong SAR, Ho Man Tin, Kowloon, Hong Kong.

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.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share