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2022 Vol.12, Issue 2 Preview Page

Scientific Paper

11 January 2023. pp. 288-300
Abstract
References
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AASHTO (1996). Quality Assurance Guide Specifications, American Association of State Highway and Transportation Officials, Washington, D.C.
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AASHTO (2005). Standard Practice for Acceptance Sampling Plans for Highway Construction, AASHTO R-9, American Association of State Highway and Transportation Officials, Washington, D.C.
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Breakah, T.M., Kandil, A., Williams, R.C. and Shane, J.S. (2007). “Implementing Percent within Limits for Hot Mix Asphalt”, Proceedings of the 2007 Mid-Continent Transportation Research Symposium, Ames, Iowa, US., August 2007.
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Burati, J.L., Weed, R.M., Hughes, C.S. and Hill, H.S. (2003). Optimal Procedures for Quality Assurance Specifications, FHWA-RD-02-095, Federal Highway Administration, Washington, DC., US.
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DoD (1957). Sampling Procedures and Tables for Inspection by Variables for Percent Defective, MIL-STD-414, Department of Defense, US.
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FHWA (2004). Evaluation of Procedures for Quality Assurance Specifications, FHWA-HRT-04-046, Federal Highway Administration, US.
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Hughes, C.S. (2006). “What in the World Is PWL?”, Asphalt Paving Technology: Association of Asphalt Paving Technologists, Proceedings of the Technical Sessions, Vol. 75.
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KICT (2007). “An overseas case of performance standards(Standardization of performance-based construction standards)”, 2007. 07. 10.
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Mahboub, K.C. and Hancher, D.E. (2002). “Contractor-Performed Quality Control in Kentucky”, Paper presented at the Annual Meeting of the Transportation Research Board, Washington, DC., US.
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OKDOT (2009). Standard Specifications, Oklahoma Department of Transportation.
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Park, Z.-S. and Ahn, Y.S. (2012). “A Study on the Impact from Cost of Quality Control in the Construction Site”, Journal of the regional association of architectural institute of Korea, 14(1), pp. 237-242.
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Pavement Digest (2006). Percent Within Limits, Pavement Digest, 2(4), p. 28.
13
Rahman, S., Bhasin, A., Zhang, Z. and Smit, A. (2020). Evaluate the Use of PWL as Payment Adjustment Factor for Asphalt Mixtures, FHWA/TX-20/0-6967-1, Texas Department of Transportation, Austin, Texas.
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TRB (2006). Factors Affecting Compaction of Asphalt Pavements, Transportation Research Circular E-C105, Transportation Research Board General Issues in Asphalt Technology Committee, Washington, DC., US.
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Willenbrock, J.H. and Kopac, P.A. (1978). “Development of a Highway Construction Acceptance Plan”, Transportation Research Record.
Information
  • Publisher :KOREAN ASPHALT INSTITUTE
  • Publisher(Ko) :한국아스팔트학회
  • Journal Title :Journal of the Korean Asphalt Institute
  • Journal Title(Ko) :한국아스팔트학회지
  • Volume : 12
  • No :2
  • Pages :288-300
  • Received Date : 2022-12-13
  • Revised Date : 2022-12-17
  • Accepted Date : 2022-12-20