Use of Nondestructive Test Deflection Data for Predicting Airport Pavement Performance
Publication: Journal of Transportation Engineering
Volume 133, Issue 6
Abstract
Surface deflections using nondestructive tests (NDTs) were measured prior to and throughout the traffic testing at the U.S. Federal Aviation Administration’s National Airport Pavement Test Facility (NAPTF). The first series of traffic tests involved repeated loading of six-wheel Boeing 777 and four-wheel Boeing 747 test gears on two different lanes until the pavements were deemed failed. The NAPTF structural failure criterion was defined as at least surface upheaval adjacent to the traffic lane. A predetermined wander sequence was applied. Two low-strength subgrade and two medium-strength subgrade flexible pavement test sections were tested. Transverse surface profiles were measured periodically to monitor the progression of permanent deformation in pavements. Deflection basin parameters derived from NDT surface deflections were related to pavement rutting performance. An airport pavement functional failure criterion, defined in terms of number of traffic load repetitions to reach specific rut depth levels, was used in characterizing the structural response-performance relations.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
This paper was prepared from a study conducted in the Center of Excellence for Airport Technology. Funding for the Center of Excellence is provided in part by the Federal Aviation Administration under Research Grant No. 95-C-001. The Center of Excellence is maintained at the University of Illinois at Urbana-Champaign, who works in partnership with Northwestern University and the Federal Aviation Administration. Ms. Patricia Watts is the FAA Program Manager for Air Transportation Centers of Excellence, and Dr. Satish Agarwal is the Manager of the FAA Airport Technology R and D Branch. The contents of this paper reflect the views of the writers, who are responsible for the facts and accuracy of the data presented within. The contents do not necessarily reflect the official views and policies of the FAA. This paper does not constitute a standard, specification, or regulation. The writers gratefully acknowledge the assistance rendered by Dr. David Brill and Dr. Gordon Hayhoe of FAA, and Dr. Navneet Garg of SRA International Inc. in conducting this study.
References
Ahlvin, R. G. (1991). “Origin of developments for structural design of pavements.” Technical Rep. No. GL-91-26, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
Ahlvin, R. G., Ulery, H. H., Hutchinson, R. L., and Rice, J. L. (1971). “Multiple-wheel heavy gear load pavement tests.” Technical Rep. No. AFWL-TR-70-113, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
Bush, A. J., III, and Baladi, G. Y., eds. (1989). “Nondestructive testing of pavements and backcalculation of moduli: Third volume.” ASTM Special Technical Publication (STP) 1026, ASTM, West Conshohocken, Pa.
Bush, A. L., and Thompson, M. R. (1990). “Predicting capacities of low volume airfield pavements.” Proc., 3rd Int. Conf. on Bearing Capacity of Roads and Airfields, Trondheim, Norway.
Garg, N., and Marsey, W. H. (2002). “Comparison between falling weight deflectometer and static deflection measurements on flexible pavements at the National Airport Pavement Test Facility (NAPTF).” Proc., 2002 Federal Aviation Administration Airport Technology Transfer Conf., Chicago.
Gervais, E. L., Hayhoe, G. F., and Garg, N. (2003). “Towards a permanent ACN solution for 6-wheel landing gear aircraft.” Proc., Airfield Pavement Specialty Conf., ASCE, Reston, Va.
Gomez-Achecar, M., and Thompson, M. R. (1986). “ILLI PAVE based response algorithms for full depth asphalt concrete pavements.” Transportation Research Record. 1095, Transportation Research Board, Washington, D.C.
Gopalakrishnan, K., and Thompson, M. R. (2003). “Rutting study of NAPTF flexible pavement test sections.” Proc., Airfield Pavement Specialty Conf., ASCE, Reston, Va.
Gopalakrishnan, K., and Thompson, M. R. (2004). “Performance analysis of airport flexible pavements subjected to new generation aircraft.” COE Rep. No. 27, Dept. of Civil Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, Ill.
Gopalakrishnan, K., and Thompson, M. R. (2005). “Use of deflection basin parameters to characterize structural degradation of airport flexible pavements.” Proc., GeoInstitute and Geosynthetics 2005 Congress Conf., ASCE, Reston, Va.
Guo, E., and Rice, J. (1999). “General statistic performance analysis of asphalt airport pavements.” Proc., Federal Aviation Administration Airport Technology Transfer Conf., Atlantic City, N.J.
Guo, E. H., and Marsey, W. (2001). “Verification of curling in PCC slabs at FAA National Airport Pavement Test Facility.” Proc., Airport Pavement Specialty Conf., ASCE, Reston, Va.
Hayhoe, G. F. (2004). “Traffic testing results from the FAA’s National Airport Pavement Test Facility.” Proc., 2nd International Conf. on Accelerated Pavement Testing, Univ. of Minnesota, Minneapolis.
Hayhoe, G. F., and Garg, N. (2003). “Posttraffic testing on medium-strength subgrade flexible pavements at The National Airport Pavement Test Facility.” Proc., Airfield Pavement Specialty Conf., ASCE, Reston, Va.
Hayhoe, G. F., Garg, N., and Dong, M. (2003). “Permanent deformations during traffic tests on flexible pavements at the National Airport Pavement Test Facility.” Proc., Airfield Pavement Specialty Conf., ASCE, Reston, Va.
Hossain, S. M., and Zaniewski, J. P. (1991). “Characterization of falling weight deflectometer deflection basin.” Transportation Research Record. 1293, Transportation Research Board, Washington, D.C.
McQueen, R. D., Marsey, W., and Arze, J. M. (2001). “Analysis of nondestructive data on flexible pavement acquired at the National Airport Pavement Test Facility.” Proc., Airfield Pavement Specialty Conf., ASCE, Reston, Va.
Monismith, C. L., Ogawa, N., and Freeme, C. R. (1975). “Permanent deformation characteristics of subgrade soils due to repeated loading.” Transportation Research Record. 537, Transportation Research Board, Washington, D.C.
NCHRP. (1990). “Calibrated mechanistic structural analysis procedures for pavements.” Final Rep., National Cooperative Highway Research Program Project 1-26, Transportation Research Board, National Research Council, Washington, D.C.
Rawe, R. P., Ruhl, T. A., and Sunta, R. J. (1991). “Results of the 1989 ASCE airfield pavement survey.” Proc., Airfield Pavement Specialty Conf., ASCE, New York.
Tayabji, S. D., and Lukanen, E. O., eds. (2000). “Nondestructive testing of pavements and backcalculation of moduli.” ASTM Special Technical Publication (STP) 1375, ASTM, West Conshohocken, Pa.
Thompson, M. R. (1996). “Mechanistic-empirical (M-E) flexible pavement design.” Transportation Research Record. 1539, Transportation Research Board, Washington, D.C.
Thompson, M. R., and Elliott, R. P. (1985). “ILLI-PAVE based response algorithms for design of conventional flexible pavements.” Transportation Research Record. 1043, Transportation Research Board, Washington, D.C.
Thompson, M. R., and Nauman, D. (1993). “Rutting rate analysis of the AASHO road test flexible pavements.” Transportation Research Record. 1384, Transportation Research Board, Washington, D.C.
U.S. Army Corps of Engineers (U.S. COE). (2001). “O and M: PAVER, asphalt surfaced airfields pavement condition index (PCI).” UFC 3-270-06, Unified Facilities Criteria (UFC), U.S. Army Corps of Engineers (Preparing Activity), Naval Facilities Engineering Command, Air Force Civil Engineering Support Agency, Washington, D.C.
Xu, B., Ranjithan, S. R., and Kim, Y. R. (2001). “Development of relationships between FWD deflections and asphalt pavement layer condition indicators.” Proc., 81st Annual Meeting of the Transportation Research Board, TRB, Washington, D.C.
Information & Authors
Information
Published In
Copyright
© 2007 ASCE.
History
Received: Aug 4, 2006
Accepted: Jan 2, 2007
Published online: Jun 1, 2007
Published in print: Jun 2007
Authors
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.