TECHNICAL PAPERS
Nov 15, 2002

Performance of Polymer-Modified Asphalt-Aggregate Mixtures in Alaska

Publication: Journal of Cold Regions Engineering
Volume 16, Issue 4

Abstract

Polymer-modified asphalts are used in Alaska to address problems with rutting, cracking, and premature aging. This usage raises two important issues—the improvement of the pavement performance with polymer modification while maintaining the ability to properly place and compact polymer-modified mixes. This study addresses both issues. Base asphalts and polymer-modified binders were analyzed for storage stability, compatibility, and consistency using traditional and Superpave tests. Thermal stress restrained specimen tests and Georgia wheel rutting tests were conducted for asphalt-aggregate mixtures. The test results indicate that polymer-modified asphalts should always be an end result of an extensive product development program. The premanufactured binders had the best performance and workability. The polymer modification improved the performance of all base asphalts in several polymer-asphalt combinations. Some binders smoked excessively during mixing, which warrants further research. A storage stability test should be added to specifications or the contractor should address the storage stability with techniques such as tank circulation. On the basis of the test results, the Superpave PG grading needs to be adjusted for polymer-modified asphalts.

Get full access to this article

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

References

American Association of State Highway and Transportation Officials (AASHTO). (1996). “Standard practice for grading or verifying the performance grade of an asphalt binder.” Ed. 1-B, PP6-93, Washington, D.C.
American Association of State Highway and Transportation Officials (AASHTO). (1997). “Standard specifications for transportation materials and methods of sampling and testing.” Ed. 18, Part II Tests, T 245, Washington, D.C.
American Association of State Highway and Transportation Officials (AASHTO)-AGC-ARTBA. (1992). “Guide specifications: Polymer-modified asphalt.” Task Force 31 Rep., Joint Committee, Subcommittee on New Highway Materials, Washington, D.C.
Asphalt Institute. (n.d.). “Superpave Level 1 mix design.” Superpave Series No. 2, SP-2.
Breuer, J. U. (1988). “Storage stability test—Homogeneity test for hot stored polymer modified binder.” Proc., RILEM Residential Seminar, Cachan Cedex, France, 83.
Grimm, G.(1989). “Application of microscopic methods in the field of polymer-bitumen binders.” Proc., 4th Eurobitume Symp.,I, 54–59.
Kanerva, H. K., and Vinson, T. S. (1996). “Prediction of low temperature cracking of asphalt concrete mixtures with thermal stress restrained specimen test results.” Transportation Research Record, Transportation Research Board, Washington, D.C.
Kraus, G.(1982). “Modification of asphalt by block polymers of butadiene and styrene.” Rubber Chem. Technol., 55, 1389–1402.
Laboratory manual of Alaska test methods and standard practices (1993). State of Alaska Dept. of Transportation and Public Facilities, Fairbanks, Alaska.
Lu, X., and Isacsson, U.(1997a). “Influence of styrene butadiene-styrene polymer modification on bitumen viscosity.” Fuel, 76(15), 1353–1359.
Lu, X., and Isacsson, U.(1997b). “Rheological characterization of styrene-butadiene-styrene copolymer modified bitumens.” Constr. Build. Mater., 11(1), 23–32.
McLeod, N. W. (1976). “Asphalt cements: Pen-vis number and its application to moduli of stiffness.” ASTM J. Testing and Evaluation,4(4).
Moran, L. E. (1986). “Compatibility—The key to modified asphalt performance.” Proc., 31st Annual Conf. of Canadian Technical Asphalt Association,82–95.
Muncy, H. W., King, G. N., and Prudhomme, J. B. (1987). “Improved rheological properties of polymer-modified asphalts.” Asphalt rheology: Relationship to mixture, STP 941, O. E. Briscoe, ed., ASTM, West Conshohocken, Pa., 146–165.
Raad, L., Sebaaly, J., Epps, J., Coetzee, N., and Camilli, R. (1996). “Low temperature cracking of polymer-modified AC mixes.” Alaska Cooperative Transportation and Public Facilities Research Program Project No. SPR-95-14 Task Rep.
Schüller, S., and Forsten, L. (1990). “Polymeerimodifioitujen bitumien ominaisuudet ja tutkimus-menetelmat.” Rep. ASTO TR3/1, VTT No. 814, Finland (in Finnish).
Shell pavement design manual. (1978). Shell International Petroleum Co. Ltd.
Vonk, W. C., Korenstra, J., and Jongeneel, D. J. (1992). “The improvement of asphalt mix performance by SBS-modified binders.” Shell Bitumen Review, 66 (May), 1–3.
Zubeck, H., Raad, L., and Ryer, J. (1999). “Polymer-modified asphalts in cold regions—User survey.” Proc., 10th Int. Conf. on Cold Regions Engineering.

Information & Authors

Information

Published In

Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 16Issue 4December 2002
Pages: 170 - 190

History

Received: Mar 12, 2001
Accepted: Mar 21, 2002
Published online: Nov 15, 2002
Published in print: Dec 2002

Permissions

Request permissions for this article.

Authors

Affiliations

Hannele Zubeck, P.E., A.M.ASCE
Assistant Professor of Civil Engineering, Univ. of Alaska—Anchorage, Anchorage, AK 99504.
Lutfi Raad, M.ASCE
Professor of Civil Engineering and Director, Transportation Research Center, Institute of Northern Engineering, Univ. of Alaska—Fairbanks, Fairbanks, AK 99701.
Stephan Saboundjian, A.M.ASCE
Implementation Engineer, Dept. of Transportation and Public Facilities Construction Section, Fairbanks, AK 99701.
George Minassian, S.M.ASCE
Graduate Research Assistant, Univ. of Alaska—Fairbanks, Fairbanks, AK 99701.
John Ryer, P.E.
Quality Assurance Engineer, State of Alaska, Dept. of Transportation and Public Facilities Construction Section, Fairbanks, AK 99701.

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