Evaluation of Superpave HMA Mixture Properties at the Plant versus behind the Paver: Statistical Comparison of QC and QA Data-Reference-Cited by-同舟云学术

Evaluation of Superpave HMA Mixture Properties at the Plant versus behind the Paver: Statistical Comparison of QC and QA Data

Published:2012-07 Issue:7 Volume:138 Page:924-932
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Karimi Sahand S.¹,Goulias Dimitrios G.²,Schwartz Charles W.³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742 (corresponding author).

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29TE.1943-5436.0000399

Reference12 articles.

1. Benson P. E. (1999). “Performance review of a quality control/quality assurance specification for asphalt concrete.” Transportation Research Record 1654 Transportation Research Board Washington DC 88–94.

2. Brown E. R. Buchanan M. S. Anderson M. A. and Huber G. (1998). “Superpave gyratory compaction guidelines.” NCHRP Research Results Digest 237 Transportation Research Board Washington DC.

3. Burati J. L. (2006). “Evaluating specification limits.” Transportation Research Record 1946 Transportation Research Board Washington DC 92–98.

4. La Vassar C. J. Mahoney J. and Willoughby K. (2009). “Statistical assessment of quality assurance-quality control data for hot mix asphalt.” Rep. WA-RD 686.1 Washington State Transportation Center Olympia WA 1–138.

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