Airfield Pavement Creep Failure Investigation
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VIEW THE REPLYPublication: Journal of Performance of Constructed Facilities
Volume 6, Issue 3
Abstract
Shortly after a taxiway and apron extension project was completed on a small airfield in Florida, depressions began to appear in some areas of the pavement surface. The extent and locations of these depressions coincided with the parking locations of various aircraft that had remained on the pavement overnight, but only on some portions of the pavement. The writer was retained by the airfield owner to determine the cause of distress and recommend a repair strategy. Nondestructive testing is conducted over the entire apron and taxiway, and test pits are excavated at selected locations. The results of laboratory and field tests, described in the paper, show that this failure is due to consolidation or densification of the low‐density recycled‐asphalt base course used in the problem areas. The low density is probably a result of inadequate compaction during construction. The paper also addresses the structural pavement design requirements and recommends a repair strategy.
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References
1.
“Bituminous pavements standard practice.” (1987). Tech. Manual TM 5‐822‐8/AFM 88‐6, Headquarters, Dept. of the Army and the Air Force, Washington, D.C.
2.
“Cold‐mix recycling.” (1989). Guide Specification CEGS‐02591, Dept. of the Army, Corps of Engrs., Washington, D.C.
3.
“Flexible pavement design for airfields.” (1978). Tech. Manual TM 5‐825‐2/AFM 88‐6, Headquarters, Dept. of the Army and the Air Force, Washington, D.C.
4.
“Standard practice for pavement recycling.” (1988). Tech. Manual TM 5‐822‐10/AFM 88‐6, Headquarters, Dept. of the Army and the Air Force, Washington, D.C.
5.
“Test method for pavement subgrade, subbase, and base‐course materials.” (1964). Military Standard MIL‐STD‐621A, Dept. of Defense, Washington, D.C.
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Copyright © 1992 ASCE.
History
Published online: Aug 1, 1992
Published in print: Aug 1992
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