TECHNICAL PAPERS
Aug 1, 1998

Joint Spalling in Newly Constructed Concrete Pavements

Publication: Journal of Performance of Constructed Facilities
Volume 12, Issue 3

Abstract

Spalling has been observed repeatedly at joints in newly constructed airfield pavements. Investigations of specific occurrences found a variety of causes for these problems, but they could all be categorized as being caused primarily by poor construction practices. Poor construction practice left low strength and nondurable material at the surface or along joints that began spalling relatively soon after construction ended. In some instances, the poor construction practices may have included poor concrete mixture proportioning that made construction in the field difficult. Suggestions are presented to help avoid these problems.

Get full access to this article

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

References

1.
Belangie, M. C. (1990). “Factors affecting joint system performance.”Transp. Res. Rec. 1268, Transportation Research Board, Washington, D.C.
2.
“Cement and concrete terminology.” (1990). ACI 116R-90, American Concrete Institute, Detroit, Mich.
3.
Hodges, S. M. (1990). “?ueries on concrete: Pavement spalling at sawn joints.” (1990). Concrete Int., 11(12).
4.
Mullen, W. G., and Fleggas, S. J. (1972). “Factors influencing deterioration and spalling of bridge and pavement concrete.”Rep. No. ERSD-110-71-2, Hwy. Res. Program, North Carolina State Univ., Raleigh, N.C.
5.
“Proportions for normal, heavyweight, and mass concrete.” (1991). ACI 211.1, American Concrete Institute, Detroit, Mich.
6.
Rollings, M. P., and Rollings, R. S. (1996). Geotechnical materials in construction. McGraw–Hill, New York, N.Y.
7.
Rollings, R. S., Burkes, J. P., Hammonds, M. I., Wong, G. S., and Rollings, M. P.(1988). “Investigation of spalling on a concrete runway.”J. Perf. Constr. Fac., ASCE, 12(1), 12–19.
8.
Rollings, R. S., and Rollings, M. P. (1991). “Pavement failure: Oversights, omissions, and wishful thinking.”J. Perf. Constr. Fac., ASCE, 5(4). 271–286.
9.
Rollings, R. S., and Wong, G. S. (1992). “Investigation of a concrete blistering failure.”Materials: Performance and prevention of deficiencies and failures. Proc., Mat. Engrg. Congr., ASCE, Reston, Va.
10.
Senadheera, S. P., and Zollinger, D. G. (1994). “Framework for incorporation of spalling in design of concrete pavements.”Transp. Res. Rec. 1449, Transportation Research Board, Washington, D.C.
11.
Thornbury, W. D. (1965). Regional geomorphology of the United States. John Wiley & Sons, Inc., New York, N.Y.
12.
Witczak, M. W. (1972). “Relationships between physiographic units and highway design factors.”NCHRP Rep. No. 132, Highway Research Board, Washington, D.C.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 12Issue 3August 1998
Pages: 137 - 144

History

Published online: Aug 1, 1998
Published in print: Aug 1998

Permissions

Request permissions for this article.

Authors

Affiliations

Raymond S. Rollings, Member, ASCE
Res. Civ. Engr., U.S. Army Engrs. Wtrwy. Experiment Station, 3909 Halls Ferry Rd., Vicksburg, MS 39180.

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