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Original Articles

The state of practice in hot-mix asphalt sampling

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Pages 111-119 | Received 20 Feb 2009, Accepted 20 Apr 2010, Published online: 25 May 2010

References

  • ASTM D3665–07, 2007. Standard practice for random sampling of construction materials, American society for testing and materials, Vol. 04.03
  • Brown, D.C., 2006. The asphalt QC challenge – states wrestle with tests-for-pay issue, Public works magazine. Available from: http://www.pwmag.com [Accessed May 2010]
  • FHWA Multi-Regional Asphalt Training & Certification Group, 1999. Sampling bituminous paving mixtures, Multi-regional training and certification
  • FHWA Technical Advisory, 2004. Use of contractor test results in the acceptance decision, recommended quality measures, and the identification of contractor/department risks, T 6120.3. Available from: http://www.fhwa.dot.gov/construction/t61203.cfm [Accessed May 2010]
  • Hughes , C.S. 2005 . “ State construction quality assurance programs ” . In NCHRP Synthesis , Vol. 346 , 45 Washington, DC : TRB .
  • Kvasnak , A. and Williams , R. 2005 . Analysis of variability in pay factor systems and sampling methods . Journal of Testing and Evaluation , 33 ( 5 ) : 258 – 265 . ASTM
  • Michigan Department of Transportation's Construction and Technology Division, 2003. Specifications for sampling hot-mix asphalt, Research record, Issue number 98
  • Ramirez, T., 1999. Sample and test HMA mixture at the project site for acceptance, Asphalt forum responses
  • Roberts , F.L. 1996 . Hot mix asphalt materials, mixture design, and construction , 2nd , Lanham, Maryland : NAPA Education Foundation .
  • Schmitt , R.L. 2001 . Analysis of bias in HMA field split-sample testing . Journal of the Association of Asphalt Paving Technologists , 70 : 273 – 300 .
  • Turner , P. and West , R.C. 2006 . “ Evaluation of the effect of sampling location on laboratory-measured quality control parameters ” . In Transportation Research Record 1946: Journal of the Transportation Research Board , 163 – 170 . Washington, DC : TRB .

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