Skip to main content
Intended for healthcare professionals
Restricted access
Research article
First published online January 1, 2013

Effectiveness of Heavier Tack Coat on Field Performance of Open-Graded Friction Course

Abstract

Compared with a conventional hot-mix asphalt mixture, an open-graded friction course (OGFC) is more prone to pavement distresses, such as cracking and raveling, which result in a shorter service life. One way to potentially improve the performance of OGFC is to enhance the interface bond between the OGFC and the underlying layer by applying a heavier tack coat. This study evaluated the effectiveness of using a heavier tack coat on the field performance of OGFC by comparing the field performance of the same OGFC mixture with different tack coats placed on Sections N1 and N2 of the National Center for Asphalt Technology pavement test track in Opelika, Alabama. In Section N1, a heavier polymer-modified tack coat was applied with a spray paver immediately before the OGFC layer was placed. In Section N2, a distributor truck applied a trackless tack at a regular application rate. The sections were trafficked to 10 million equivalent single-axle loads by a fleet of heavy trucks for 2 years. The field performance of these two sections was monitored weekly. Field performance characteristics measured included pavement stiffness, pavement structural response, surface functional characteristics, and pavement distresses. The results showed that the OGFC layer in Section N1, in which a heavier tack coat was applied, performed better than that in Section N2, in which a conventional tack coat was used. It is recommended that a heavier tack coat be used to improve the performance of OGFC surfaces.

Get full access to this article

View all access and purchase options for this article.

References

1. Cooley L. A. Jr., Brown E. R., and Watson D. E. Evaluation of OGFC Mixtures Containing Cellulose Fibers. NCAT report No. 00-05. National Center for Asphalt Technology, Auburn University, Auburn, Ala., 2000.
2. Hencken J., Bennert T., and Maher A. On-Board Sound Intensity (OBSI) Evaluation of Quiet Pavements Utilized in New Jersey. Presented at 90th Annual Meeting of the Transportation Research Board, Washington, D.C., 2011.
3. Mallick R. B., Kandhal P. S., Cooley L. A. Jr., and Watson D. E. Design, Construction, and Performance of New Generation Open-Graded Friction Courses. NCAT report No. 2000-01. National Center for Asphalt Technology, Auburn University, Auburn, Ala., 2000.
4. Watson D. E., Moore K. A., Williams K., and Cooley L. A. Jr. Refinement of New-Generation Open-Graded Friction Course Mix Design. In Transportation Research Record: Journal of the Transportation Research Board, No. 1832, Transportation Research Board of the National Academies, Washington, D.C., 2003, pp. 78–85.
5. Punith V. S., Suresha S. N., Raju S., Bose S., and Veeraragavan A. Laboratory Investigation of Open-Graded Friction-Course Mixtures Containing Polymers and Cellulose Fibers. ASCE Journal of Transportation Engineering, Vol. 138, No. 1, 2012, pp. 67–74.
6. Hassan H. F., Al-Oraimi S., and Taha R. Evaluation of Open-Graded Friction Course Mixtures Containing Cellulose Fibers and Styrene Butadiene Rubber Polymer. ASCE Journal of Materials in Civil Engineering, Vol. 17, No. 4, 2005, pp. 416–422.
7. Birgisson B., Roque R., Varadhan A., Thai T., and Jaiswal L. Evaluation of Thick Open Graded and Bonded Friction Courses for Florida. UF report No. 4504-968-12. University of Florida, Gainesville, 2006.
8. Tran N., Watson D. E., and Anwer N. Effect of Using Fog Seals Without Sanding on Surface Friction and Durability of Open-Graded Friction Course. Presented at 91st Annual Meeting of the Transportation Research Board, Washington, D.C., 2012.
9. Chen Y., Tebaldi G., Roque R., and Lopp G. Effects of Interface Condition Characteristics on Open-Graded Friction Course Top-Down Cracking Performance. Presented at Annual Meeting of the Association of Asphalt Paving Technologists, Austin, Tex., 2012.
10. Timm D. H., Sholar G. A., Kim J., and Willis J. R. Forensic Investigation and Validation of Energy Ratio Concept. In Transportation Research Record: Journal of the Transportation Research Board, No. 2127, Transportation Research Board of the National Academies, Washington, D.C., 2009, pp. 43–51.
11. Willis J. R., Timm D. H., West R., Powell B., Robbins M., Taylor A., Smit A., Tran N., Heitzman M., and Bianchini A. Phase II NCAT Test Track Findings. NCAT Report No. 09-08. National Center for Asphalt Technology, Auburn University, Auburn, Ala., 2009.
12. Standard Specifications for Road and Bridge Construction. Florida Department of Transportation, Tallahassee. ftp://ftp.dot.state.fl.us/LTS/CO/Specifications/SpecBook/2010Book/2010Master.pdf. Accessed Nov. 30, 2011.

Cite article

Cite article

Cite article

OR

Download to reference manager

If you have citation software installed, you can download article citation data to the citation manager of your choice

Share options

Share

Share this article

Share with email
EMAIL ARTICLE LINK
Share on social media

Share access to this article

Sharing links are not relevant where the article is open access and not available if you do not have a subscription.

For more information view the Sage Journals article sharing page.

Information, rights and permissions

Information

Published In

Article first published online: January 1, 2013
Issue published: January 2013

Rights and permissions

© 2013 National Academy of Sciences.
Request permissions for this article.

Authors

Affiliations

Nam Tran
National Center for Asphalt Technology, 277 Technology Parkway, Auburn, AL 36830.
David Timm
Department of Civil Engineering, Auburn University, 238 Harbert Engineering Center, Auburn, AL 36849.
Buzz Powell
National Center for Asphalt Technology, 277 Technology Parkway, Auburn, AL 36830.
Gregory Sholar
Florida Department of Transportation State Materials Office, 5007 Northeast 39th Avenue, Gainesville, FL 32609.
Richard Willis
National Center for Asphalt Technology, 277 Technology Parkway, Auburn, AL 36830.

Notes

Metrics and citations

Metrics

Journals metrics

This article was published in Transportation Research Record: Journal of the Transportation Research Board.

VIEW ALL JOURNAL METRICS

Article usage*

Total views and downloads: 30

*Article usage tracking started in December 2016


Altmetric

See the impact this article is making through the number of times it’s been read, and the Altmetric Score.
Learn more about the Altmetric Scores



Articles citing this one

Receive email alerts when this article is cited

Web of Science: 0

Crossref: 5

  1. Case Study on Using Warm Mix Asphalt at Reduced Production Temperature...
    Go to citation Crossref Google Scholar
  2. Effect of tack coat emulsion type, application rate, and surface type ...
    Go to citation Crossref Google Scholar
  3. Temperature Normalization of Flexible Pavement Response Measurements
    Go to citation Crossref Google Scholar
  4. Application of tack coat in pavement engineering
    Go to citation Crossref Google Scholar
  5. Chemical-Mechanical Interaction of Non-Tracking Tack Coat and Aggregat...
    Go to citation Crossref Google Scholar

Figures and tables

Figures & Media

Tables

View Options

Get access

Access options

If you have access to journal content via a personal subscription, university, library, employer or society, select from the options below:


Alternatively, view purchase options below:

Purchase 24 hour online access to view and download content.

Access journal content via a DeepDyve subscription or find out more about this option.

View options

PDF/ePub

View PDF/ePub