Technical Notes
Aug 7, 2014

Recommendations for the Minimum Thickness of Concrete Pavements Supporting F-15 and C-17 Aircrafts

Publication: Journal of Transportation Engineering
Volume 141, Issue 1

Abstract

The procedure for the design of military rigid airfield pavements contained in the Unified Facilities Criteria 3-260-02 gives the minimum thickness of airfield concrete pavements as 152 mm (6 in.). The introduction of the C-17 aircraft and the requirement of dowel bars as a joint load transfer mechanism bring into question the validity of the 152-mm (6-in.) minimum thickness. With the objective of updating such minimum thickness criteria, a full-scale test section was constructed and trafficked with loads simulating F-15, B-52, and C-17 aircraft landing gear. Evaluation of the test section performance and analysis of the strain data supported a U.S. Army Engineer Research and Development Center team recommendations that the minimum pavement thickness be increased to 203 mm (8 in.) for any doweled airfield pavement and that the minimum thickness of 279 mm (11 in.) should be required for those pavements supporting C-17 aircraft.

Get full access to this article

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

Acknowledgments

Permission to publish was granted by the Director, Geotechnical and Structures Laboratory.

References

Gonzalez, C. R., Barker, W. R., and Bianchini, A. (2013). Reformulation of the CBR procedure, Vol. 2, Waterways Experiment Station, U.S. Army Corps of Engineers, Vicksburg, MS.
Ohio River Division. (1946). Lockbourne No. 1—Test Track Final Rep., Accelerated Traffic Tests of Concrete Pavements, U.S. Army Corps of Engineers, Ohio River Div. Laboratories, Mariemont, OH.
Ohio River Division. (1950). Lockbourne No. 2—Modification multiple wheel study, U.S. Army Corps of Engineers, Ohio River Div. Laboratories, Mariemont, OH.
Skinner, J. A., and Martin, F. R. (1955). “Some considerations of airfield pavement design.” ICE Proc. Eng. Div., 4(1), 55–94.
Stratton, J. H. (1945). “Construction and design problems.” Transaction of the ASCE, Military Airfields, A Symp., 670–696.
United Facilities Criteria (UFC). (2004). “Pavement design for airfields.”, U.S. Army Corps of Engineers, Washington, DC.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 141Issue 1January 2015

History

Received: Oct 16, 2013
Accepted: Jun 26, 2014
Published online: Aug 7, 2014
Published in print: Jan 1, 2015
Discussion open until: Jan 7, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

Alessandra Bianchini, Ph.D. [email protected]
P.E.
Airbase Recovery and Acquisition SME, AFCEC/CXAI 139 Barnes Dr., Ste 2 Tyndall AFB, FL 32403; formerly, Research Civil Engineer, U.S. Army Engineer Research and Development Center, Vicksburg, MS 39180-6199 (corresponding author). E-mail: [email protected]; [email protected]
Carlos R. Gonzalez [email protected]
P.E.
Research Civil Engineer, U.S. Army Engineer Research and Development Center, 3909 Halls Ferry Rd., Vicksburg, MS 39180. E-mail: [email protected]
Walter R. Barker, Ph.D. [email protected]
P.E.
Consultant, 44 Fox Hollow Ln. Laurel, MS 39443. 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