TECHNICAL PAPERS
Oct 5, 2009

Optimizing Rolling Patterns for Chip Seals Using Laboratory Aggregate Loss Performance Tests on Field Fabricated Samples

Publication: Journal of Performance of Constructed Facilities
Volume 24, Issue 3

Abstract

This paper presents a study to determine the optimal rolling patterns for chip seals based on aggregate retention performance. Chip seal sections composed of single seals of granite 78M and CRS-2 emulsion are constructed using five different rolling patterns with two or three rollers. Both pneumatic tire and combination rollers are used in developing these patterns. Chip seal samples are obtained from the sections for laboratory testing. The aggregate retention performance is evaluated using the flip-over test, Vialit test, and the third-scale model mobile loading simulator. It is found that the time delay between aggregate spreading and rolling is an important parameter for the aggregate retention performance. The laboratory aggregate retention test results are used along with typical roller speeds and the maximum allowable time delay between aggregate spreading and rolling to develop optimal rolling patterns for two and three rollers.

Get full access to this article

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

Acknowledgments

This work is supported by the North Carolina Department of Transportation (NCDOT) under Project No. UNSPECIFIEDFHWA-2006-63. The writers wish to express gratitude to the NCDOT for supporting the project and providing the resources to construct the field sections.

References

Asphalt Emulsion Manufacturers Association (AEMA). (2004). Basic asphalt emulsion manual, Manual Series No. 19, AEMA, Annapolis, Md.
ASTM. (2004). “Standard test method for sweep test of bituminous emulsion surface treatment specimen.” D7000-04, West Conshohocken, Pa.
Australian Asphalt Pavement Association (AAPA). (2000). Sprayed sealing-rolling of cover aggregate: Pavement work tips No. 24, AUSTROADS Pavement Reference Group, Kew Victoria, Australia.
Benson, F. J., and Galloway, B. M. (1953). “Retention of cover stone by asphalt surface treatments.” Bulletin 133, Texas Engineering Experiment Station, Texas A&M Univ. System, College Station, Tex.
Caltrans Division of Maintenance. (2003). Chip seals, ⟨http://www.dot.ca.gov/hq/maint/mtag/ch5_chip_seals.pdf⟩ (March 13, 2008).
Gransberg, D. D., and James, D. M. B. (2005). “Chip seal best practices.” NCHRP Synthesis 342, Transportation Research Board, Washington, D.C.
Hugo, F., McCullough, B. F., and Van der Walt, B. (1990). “Development of a strategy for the implementation of full-scale accelerated pavement testing for the Texas Highway Department.” Research Rep. No. 1246-2F, Texas State Department of Highway and Public Transporation, Austin, Tex.
Kim, Y. R., and Lee, J. (2008). “Quantifying the benefits of improved rolling of chip seals.” Final Rep. FHWA/NC/2006-63, North Carolina State Department of Transportation, North Carolina State Univ., Raleigh, N.C.
Lee, J., and Kim, Y. R. (2008). “Optimizing the rolling protocol for chip seals.” Proc., Transportation Research Board: 87th Annual Meeting (CD-ROM), National Research Council, Washington, D.C.
Lee, J., Kim, Y. R., and McGraw, E. O. (2006). “Performance evaluation of bituminous surface treatment using the third-scale model mobile loading simulator.” Transportation Research Record. 1958, Transportation Research Board, Washington D.C., 59–70.
Lee, S. (2004). “Long-term performance assessment of asphalt concrete pavement using the third scale model mobile loading simulator and fiber reinforced asphalt concrete.” Ph.D. dissertation, North Carolina State Univ.
McLeod, N. W. A. (1969). “General method of design for seal coats and surface treatments.” Proc., Association of Asphalt Paving Technologists, AAPT, Lino Lakes, Minn., 38, 537–630.
North Carolina Division of Highway State Road Maintenance. (2000). Asphalt surface treatment procedural training manual, 1st Ed., North Carolina State of Department of Transporation, State Road Maintenance Unit, Raleigh, N.C.
South Africa. (1986). “Surfacing seals for rural and urban roads.” RSA Department of Transport, Committee of State Road Authorities Technical Recommendation for Highway, Pretoria, South Africa.
Transit New Zealand. (1993). “Bituminous sealing manual.” Transit New Zealand manual, 2nd Ed., New Zealand Transit Agency, Wellington, New Zealand.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 24Issue 3June 2010
Pages: 249 - 257

History

Received: Dec 18, 2008
Accepted: Oct 2, 2009
Published online: Oct 5, 2009
Published in print: Jun 2010

Permissions

Request permissions for this article.

Authors

Affiliations

Jaejun Lee, M.ASCE
Senior Researcher, Korea Inst. of Construction Technology, 2311 Daewha IIsan-Gu, Goyang-Si Gyeonggi-Do 411–712.
Y. Richard Kim, M.ASCE [email protected]
Professor, Dept. of Civil, Construction, and Environmental Engineering, 2501 Stinson Dr., North Carolina State Univ., Raleigh, NC 27695–7908 (corresponding author). E-mail: [email protected]

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