TECHNICAL NOTES
Aug 14, 2009

Field Evaluations of the Patch Materials for Partial-Depth Repairs

Publication: Journal of Materials in Civil Engineering
Volume 21, Issue 9

Abstract

Spalls and wide cracks represent functional and structural distresses in portland cement concrete pavement. Traditionally, these distresses were repaired by partial depth repair (PDR). The performance of PDR varies substantially. Two types of polymeric patch materials, Material-A and Material-B, were used to repair spalls and cracks. Material-A was used to repair spalls in continuously reinforced concrete pavement. It provided quite satisfactory performance for more than 6years . Material-B was used to repair cracks in jointed concrete pavement. Its performance was satisfactory when applied to stable slabs. Compared with full-depth repair (FDR), PDRs utilizing polymeric patch materials is much more cost effective, and PDR takes much less time than FDR. It was found that chip-and-patch method would work as well as saw-and-patch method as long as the repair limits include all the delaminated areas.

Get full access to this article

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

References

ACPA. (1998). “Guidelines for partial-depth spall repair.” TB003Pwww.iowaconcretepaving.org/ACPA%20Publications/tb003p.pdf.Sep2007⟩ (July 2007).
FHwA. (1999). “Portland cement concrete (PCC) partial-depth spall repair.” Hydr. Engrg. Circular No. 18: FHwA-RD-99-177, Office of Engineering, Bridge Div., Washington, D.C.
Folliard, K. J., Whitney, D. P., Sutfin, D., and Turner, R. (2006). “Use of fibers in concrete pavement.” Project Summary Rep. No. 0-4392-S, Center of Transportation Research, Austin, Tex.
Markey, S. M., Ilee, S. I., Mukhopadhyay, A. K., Zollinger, D. G., Whitney, D. P., and Fowler, D. W. (2006). “Investigation of spall repair materials for concrete pavement.” Rep. No. 0-5110-1, Texas Transportation Institute, Texas A&M University System, College Station, Tex.
Michigan Department of Transportation (MDOT). (1996). “Evaluating pavement patching materials polymers and elastomeric concretes.” Research Record Issue No. 81, Michigan Department of Transportation’s Materials and Technology Division, Lansing, Mich.
Mokarem, D. W., Galal, K. A., and Sprinkel, M. M. (2007). “Performance evaluation of bonded concrete pavement overlays after eleven years.” Proc., Transportation Research Board 86th Annual Meeting, Paper No. 07-0931, Transportation Research Board, Washington, D.C.
Patel, A. J., Mojab, C. A. G., and Romine, A. R. (1993). “Materials and procedures for rapid repair of partial-depth spalls in concrete pavements—Manual of practice.” Strategic Highway Research Rep. No. SHRP-H-349, National Research Council, Washington, D.C.
Stahl, K. (2007). “Partial depth slab repairs.” ⟨www.techtransfer.berkeley.edu/pavementpres07downloads/stahl_partialslab.pdf⟩ (July 2007).
White, D., Toders, A., Yu, T., Peshkin, D., Darter, M. (1993). “Synthesis of current and projected concrete highway technology.” Strategic Highway Research Rep. No. SHRP-C-345, National Research Council, Washington, D.C.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 21Issue 9September 2009
Pages: 518 - 522

History

Received: Nov 30, 2007
Accepted: Mar 11, 2009
Published online: Aug 14, 2009
Published in print: Sep 2009

Permissions

Request permissions for this article.

Notes

Note. Associate Editor: Manoochehr Zoghi

Authors

Affiliations

Dar Hao Chen [email protected]
Professor, Changsha Univ. of Science and Technology, Chiling Rd. 45#, Changsha, Hunan, P.R. China 410076; and, Pavement Engineer, Texas Dept. of Transportation, 4203 Bull Creek #39, austin, TX 78731 (corresponding author). E-mail: [email protected]
Research Associate Professor, Univ. of Texas at Austin. E-mail: [email protected]
Qisen Zhang [email protected]
Professor, Changsha Univ. of Science and Technology, Chiling Rd. 45#, Changsha, 410076 Hunan, People’s Republic of China. E-mail: [email protected]
Tom Scullion [email protected]
Program Manager, Texas Transportation Institute, 501 CE/ TTI Building, Texas A&M Univ., College Station, TX 77843. 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