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UFC 3-260-02

PAVEMENT DESIGN FOR AIRFIELDS

Organization:
UFC - Unified Facilities Criteria
Year: 2001

Abstract: This document prescribes procedures for determining the thickness, material, and density requirements for airfield pavements in nonfrost and frost areas. It includes criteria for the California Bearing Ratio (CBR) procedure and elastic layered analysis for flexible pavements and the Westergaard Analysis and elastic layered analysis for rigid pavements. The elastic layered analysis for rigid pavements covers only plain concrete, reinforced concrete, and concrete overlay pavements.
PURPOSE.
This document establishes general concepts and criteria for the design of airfield pavements for the U.S. Army, Navy, Air Force, and Marine Corps.
URI: http://yse.yabesh.ir/std;query=autho47037D83FCDCAC426159DD6E273C9FCD/handle/yse/103851
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    UFC 3-260-02

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contributor authorUFC - Unified Facilities Criteria
date accessioned2017-09-04T16:40:10Z
date available2017-09-04T16:40:10Z
date copyright06/30/2001
date issued2001
identifier otherVMZOJBAAAAAAAAAA.pdf
identifier urihttp://yse.yabesh.ir/std;query=autho47037D83FCDCAC426159DD6E273C9FCD/handle/yse/103851
description abstractThis document prescribes procedures for determining the thickness, material, and density requirements for airfield pavements in nonfrost and frost areas. It includes criteria for the California Bearing Ratio (CBR) procedure and elastic layered analysis for flexible pavements and the Westergaard Analysis and elastic layered analysis for rigid pavements. The elastic layered analysis for rigid pavements covers only plain concrete, reinforced concrete, and concrete overlay pavements.
PURPOSE.
This document establishes general concepts and criteria for the design of airfield pavements for the U.S. Army, Navy, Air Force, and Marine Corps.
languageEnglish
titleUFC 3-260-02num
titlePAVEMENT DESIGN FOR AIRFIELDSen
typestandard
page538
statusActive
treeUFC - Unified Facilities Criteria:;2001
contenttypefulltext
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