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Aug 24, 2017
Incorporation of Reliability into Airport Pavement Design Using Backcalculated Pavement Layer Moduli
Authors: Richard Ji [email protected], Zilong Wang [email protected], and Nassim Sabahfar [email protected]Author Affiliations
Publication: Airfield and Highway Pavements 2017
Abstract
Currently, several variations of F/HWD equipment exist on the market. The FAA National Airport Pavement Test Facility (NAPTF) Round-Up project provided an opportunity to examine different market available F/HWD equipment. This paper presents a case study of how the uncertainty of backcalculated in-situ moduli can be assessed and incorporated in the FAARFIELD design procedure to determine appropriate pavement thicknesses. The mean values and standard deviations of backcalculated layer moduli were computed and then input into FAARFIELD using Rosenblueth’s procedure to predict the reliability of a 20-year pavement design performance. The research shows that the proposed procedure can be used as an alternative decision-making tool for airport engineers to more realistically predict pavement life using F/HWD data.
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© 2017 American Society of Civil Engineers.
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Published online: Aug 24, 2017
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Federal Aviation Administration, Airport Technology R&D Branch, William J. Hughes Technical Center, ANG-E262, Atlantic City International Airport, Egg Harbor Township, NJ 08234. E-mail: [email protected]
Gemini Technologies, Inc., 3153 Fire Rd., Egg Harbor Township, NJ 08234. E-mail: [email protected]
Gemini Technologies, Inc., 3153 Fire Rd., Egg Harbor Township, NJ 08234. E-mail: [email protected]
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