TECHNICAL PAPERS
Aug 15, 2003

Application of Construction and Building Debris as Base and Subbase Materials in Rigid Pavement

Publication: Journal of Transportation Engineering
Volume 129, Issue 5

Abstract

This research presents the test results of a laboratory and field study performed to investigate the characteristics and performance of dry and wet recycled concrete aggregate (RCA) as base and subbase materials for concrete pavement. The physical properties of the RCA were investigated in terms of the moisture-density relationship, particle index, and fine aggregate angularity. Performance concerns have focused on compactibility, stability, shear resistance, and particle breakage of the RCA. These were evaluated in the laboratory using the U.S. Army Corps of Engineers Gyratory Testing Machine. The falling weight deflectometer was used to measure the deflection of pavement sections constructed with RCA base and subbase in the subbase material and may be comparable to crushed stone aggregate.

Get full access to this article

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

References

George, K. P. (1992). “Resilient testing of soils using gyratory testing machine.” Transportation Research Record No. 1369, TRB, National Research Council, Washington, D.C.
Hall, K. T., and Mohsemi, A. (1991). “Backcalculation of asphalt concrete-overlaid Portland cement concrete pavement layer moduli.” Transportation Research Record 1293, TRB, National Research Council, Washington, D.C.
Indiana Department of Transportation (INDOT). (1995). 1995 Standard Specifications, Indianapolis, Ind.
Kallas, B. F.(1965). “Gyratory testing machine procedures for selecting the design asphalt content of paving mixtures.” Proc., Asphalt Paving Technol., 34.
McLeod, N. W., and Davidson, J. K.(1981). “Particle index evaluation of aggregates for asphalt paving mixtures.” Proc., Asphalt Paving Technol., 61.
McRae, J. L. (1993). “Gyratory testing machine technical manual.” Engineering Developments Co. Inc., Miss.
Nataatmadja, A., and Tan, Y. L.(2001). “Resilient response of recycled concrete road aggregates.” J. Transp. Eng., 127(5), 450–452.
Paul, R., and Warwick, R. (1996). “Use of recycled crushed concrete for road and pavement sub-base.” Proc., 18th ARRB Conf., Australia Road Research Board, Christchurch, N.Z., 93–106.
Roberts, F. L., Kandhal, P. S., Brown, E. R., Lee, D. Y., and Kennedy, T. W. (1996). Hot mix asphalt materials, mixture design, and construction, 2nd Ed., NAPA Education Foundation, Lanham, Md.
U.S. Army Corps of Engineers. (1962). “Gyratory compaction method for determining density requirements for subgrade and base of flexible pavements.” Paper No. 4-494, U.S. Army Engineer Waterways Experiments Station, Vicksburg, Miss.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 129Issue 5September 2003
Pages: 558 - 563

History

Received: Dec 11, 2001
Accepted: Apr 9, 2002
Published online: Aug 15, 2003
Published in print: Sep 2003

Permissions

Request permissions for this article.

Authors

Affiliations

Taesoon Park
Assistant Professor, Dept. of Civil Engineering, Center for Construction Technology, Seoul National Univ. of Technology, 172 Gong Reung Dong, Seoul, Korea.

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