Technical Papers
Jul 14, 2014

Laboratory and In Situ Investigation of Chip Seal Surface Condition Improvement

Publication: Journal of Performance of Constructed Facilities
Volume 29, Issue 2

Abstract

This study focuses on determining the effect of different types of binder and aggregate on chip seal performance in both laboratory and in situ settings. Eight different chip seal test sections were constructed on existing asphalt concrete as the pavement preservation technique of choice. Two different binders, CRS-2L modified emulsion and B100/150 penetration hot asphalt cement, were used in the test sections. Also, two types of aggregate, limestone, and basalt, were used. The sand-patch test as well as visual evaluations was conducted on the test sections regularly. In addition to physical and chemical characteristics, the adhesion resistance of the utilized materials was determined in the laboratory and compared with the test section results. The loss of aggregate (also called raveling or shelling), bleeding deteriorations on each test section were evaluated over time in respect to binder and aggregate type. The results indicate that after chip seal construction, the macrotexture of the existing asphalt concrete increased significantly. It was also determined that CRS-2L chip seal showed better performance than B100/150 penetration hot asphalt cement. With regard to the type of aggregate used for the chip seal, limestone showed better raveling performance when compared with basalt. In addition, in the test sections, the right and left lanes demonstrated different levels of severity distress because of varying traffic distributions. It was also seen that macrotexture is one of the best parameters to determine chip seal performance and to follow its progress over time.

Get full access to this article

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

Acknowledgments

This study was supported by the Turkish Republic General Directorate of Highways (TCK) and Turkish Scientific and Technological Research Foundation (TUBITAK—Project Number: 107G081). Authors would like to thank TCK and TUBITAK for their support and cooperation with this research.

References

Aktaş, B. (2012). “Investigation of parameters that effect preventive chip seal performance.” Ph.D. thesis, Suleyman Demirel, Univ., Graduate School of Applied and Natural Sciences, Civil Engineering Main Science, Isparta, Turkey.
AkzoNobel. (2007). “Adhesion promoters technical bulletin.” 〈http://sc.akzonobel.com/en/asphalt/Documents/AkzoNobel_Asphalt_TB_Adhesion_Promoters.pdf〉.
ASTM. (2006). “Standard test method for measuring pavement macrotexture depth using a volumetric technique.” E 965-96, ASTM International, West Conshohocken, PA.
Austroads. (2005). Guidelines for the management of road surface skid resistance AP-G83/05, Sydney, Australia.
Austroads. (2006). “Update of the austroads sprayed seal design method.” Austroads Technical Rep., AP-T68/06, Sydney, Australia.
Benson, F. J., and Gallaway, B. M. (1953). “Retention of cover stone by asphalt surface treatments.” Bulletin 133, Texas Engineering Experiment Station, Texas A&M Univ. System, College Station, TX, 58.
BSI. (2003). “Surface dressing. Test methods-determination of binder aggregate adhesivity by the vialit plate shock test method.” BS EN 12272–3, London.
Button, J. W. (1996). “Permeability of asphalt surface seals and their effect on aging of underlying asphalt concrete.” Transp. Res. Rec. J. Transp. Res. Board, 1535, 124–130.
Elmore, W. E. M., Solaimanian, R. B., Gennis, C. P., and Kennedy, T. W. (1995). “Performance-based seal coat specifications.”, Center for Transportation Research, Austin, TX.
Gransberg, D. D. (2006). “Correlation chip seal performance and construction methods.” Transp. Res. Rec. J. Transp. Res. Board, 1958, 54–58.
Gransberg, D. D., and Charlisle, J. B. (2005). “Evaluate TxDOT chip seal binder performance using pavement management information and field measurement data San Antonio district.”, Asphalt Emulsion Manufacturers Association, Norman, OK.
Gransberg, D. D., and James, D. M. B. (2005). “Chip seal best practices.” National Research Council, NCHRP Synthesis 342, National Academies Press, Washington, DC, 111.
Gransberg, D. D., Karaca, I., and Senadheera, S. (2004). “Calculation roller requirements for chip seal projects.” J. Constr. Eng. Manage., 378–384.
Gransberg, D. D., Senadheera, S., and Karaca, I. (1998). “Analysis of statewide seal coat constructability review.”, Texas Tech Univ., Lubbock, TX.
Gransberg, D. D., and Zaman, M. (2005). “Analysis of emulsion and hot asphalt cement chip seal performance.” J. Transp. Eng., 229–238.
Holmgreen, R. J., Epps, J. A., Hughes, C. H., and Gallaway, B. M. (1985). “Field evaluation of the Texas seal coat design method.”, Texas Transportation Institute, Texas A&M Univ. System, College Station, TX, 174.
Labi, S., and Sinha, K. C. (2004). “Effectiveness of highway pavement seal coating treatments.” J. Transp. Eng., 14–23.
Lee, J., and Kim, R. (2010). “Optimizing rolling patterns for chip seals using laboratory aggregate loss performance tests on field fabricated samples.” J. Perform. Constr. Facil., 249–257.
Miller, T. D., Arega, Z. A., and Bahia, H. U. (2010). “Correlating rheological and bond properties of emulsions to aggregate retention of chip seals.” Transp. Res. Rec. J. Transp. Res. Board 2179, 1, 66–74.
Read, J., and Whiteoak, D. (2003). Shell bitumen handbook, 5th Ed., Thomas Telfor Publishing, Tonbridge, U.K.
Roe, P., Parry, A. R., and Viner, H. E. (1998). “High and low speed skidding resistance: The influence of texture depth.”, Transport Research Laboratory Crowthorne, London.
Roque, R., Anderson, D., and Thompson, M. (1991). “Effect of material, design, and construction variables on seal-coat performance.”, Transportation Research Board, Washington, DC, 108–115.
Senedheera, S., Tock, R. W., Hossain, M. S., Yazgan, B., and Das, S. (2006). “A testing and evaluation protocol to assess seal coat binder-aggregate compatibility.”, Texas Dept. of Transportation Research and Technology Implementation Office, Austin, TX.
Shuler, S. (1990). “Chip seals for high traffic pavements.”, National Research Concil, Washington DC, 24–34.
Transit New Zealand (TNZ). (2002). “Notes for the specification of bituminous reseals.”, Wellington, New Zealand.
Transit New Zealand (TNZ). (2005). Chipsealing in New Zealand, Transit New Zealand, Wellington, New Zealand.
TUBITAK. (2011). “Improving seal coat applications and development of a performance model in highways.”, Turkish Scientific and Technological Research Foundation, Ankara, Turkey.
Walker, D. (2001). Seal coat manual, Transportation Information Center, Univ. of Wisconsin, Madison, WI.
Walter, S. J., and Isaac, L. H. (2010). “Applicability of modified vialit adhesion test for seal treatment specifications.” J. Civ. Eng. Archit., 5(3), 215–223.
Wegman, S. (1991). “Design and construction of seal coats.” Minnesota Dept. of Transportation Final Rep., MnRoad Publications, Mendota Heights, MN, 34.
Zaniewski, J. P., and Mamlouk, M. S. (1996). Preventive maintenance effectiveness-preventive maintenance treatments. Participant’s handbook, Federal Highway Administration, Washington, DC.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 29Issue 2April 2015

History

Received: Oct 28, 2011
Accepted: Apr 28, 2013
Published online: Jul 14, 2014
Discussion open until: Dec 14, 2014
Published in print: Apr 1, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

M. Karasahin
Professor, Dept. of Civil Engineering, Istanbul Univ., Avcilar, Istanbul 34320, Turkey.
Assistant Professor, Dept. of Civil Engineering, Erciyes Univ., Kayseri 38039, Turkey (corresponding author). E-mail: [email protected]; [email protected]
A. G. Gungor
Director, Dept. of Research and Development, General Directorate of Turkish Highways, Yücetepe, Ankara 06100, Turkey.
F. Orhan
Researcher, Dept. of Research and Development, General Directorate of Turkish Highways, Yücetepe, Ankara 06100, Turkey.
C. Gurer
Assistant Professor, Dept. of Civil Engineering, Afyon Kocatepe Univ., Afyonkarahisar 03200, Turkey.

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