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International Journal of Pavement Engineering Volume 19, 2018 - Issue 7
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Original Articles

Correction for the asphalt overlay thickness of flexible pavements considering pavement conditions

Alessandra BianchiniAirbase Recovery and Acquisition SME, AFCEC/CXAE, Tyndall AFB, FL, USACorrespondence[email protected]
,
Carlos R. GonzalezU.S. Army Engineer Research and Development Center, Vicksburg, MS, USA
&
Haley P. BellU.S. Army Engineer Research and Development Center, Vicksburg, MS, USA
Pages 577-585 | Received 28 Oct 2015, Accepted 20 May 2016, Published online: 27 Jun 2016

References

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  • American Association of State Highway and Transportation Officials (AASHTO), 1993. AASHTO guide for design of pavement structures. Washington, DC.
  • American Society for Testing and Materials (ASTM), 2010. ASTM D5340-10. standard test method for in-airport pavement condition index surveys. West Conshohocken, PA: ASTM International.
  • Dawson, T.A., et al., 2012. Impact of three state practices on effectiveness of hot-mix asphalt overlay. Transportation Research Record: Journal of the Transportation Research Board, No. 2292. Washington, DC: Transportation Research Board of the National Academies, 52–60.
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  • Fwa, T.F., 1991. Remaining-life consideration in pavement overlay design. Journal of Transportation Engineering, 117 (6), 585–601.10.1061/(ASCE)0733-947X(1991)117:6(585)
  • Gonzalez, C.R., Barker, W.R., and Bianchini, A., 2012. Reformulation of the CBR procedure, report I: basic report, ERDC/GSL TR-12-16, geotechnical and structures laboratory. Vicksburg, MS: U.S. Army Corps of Engineers, Engineer Research and Development Center.
  • Headquarters, Department of the Army, 2007. Air traffic control, airspace, airfields, flight activities, and navigational aids. Washington, DC: Army Regulation 95 2.
  • Madanat, S., Nakat, Z., and Jin, E.J., 2010. Empirical modeling of pavement overlay crack progression with field data. Journal of Infrastructure Systems, 16 (4), 292–298.10.1061/(ASCE)IS.1943-555X.0000034
  • Shahin, M.Y., 1994. Pavement management for airports, roads and parking lots. New York, NY: Chapman and Hall.10.1007/978-1-4757-2287-1
  • United Facilities Criteria (UFC), 2001a. Pavement design for airfields. UFC 3-260-02. Washington, DC: U.S. Army Corps of Engineers.
  • United Facilities Criteria (UFC), 2001b. Airfield pavement evaluation. UFC 3-260-03. Washington, DC: U.S. Army Corps of Engineers.
  • Wang, Y., 2013. Ordinal logistic regression model for predicting AC overlay cracking. Journal of Performance of Constructed Facilities, 27 (3), 346–353.10.1061/(ASCE)CF.1943-5509.0000327

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