Development of Precision Statement for AASHTO Test Method T 283 Using Rubberized Hot Mix Asphalt-Gap Graded for Asphalt Pavement
Author:
Affiliation:
1. Senior Transportation Engineer, California Dept. of Transportation, Sacramento, CA.
2. Transportation Engineer, California Dept. of Transportation, Sacramento, CA.
3. Technical Materials Expert, Alta Vista Solutions, Inc., Oakland, CA.
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784484357.022
Reference13 articles.
1. Liang, R. Refine AASHTO T283 resistance of compacted bituminous mixture to moisture induced damage for superpave. 2008, United States. Federal Highway Administration.
2. Lottman R. P. Predicting moisture-induced damage to asphaltic concrete field evaluation. NCHRP Report 1982(246).
3. Influence of moisture on bond strength of asphalt-aggregate systems;Copeland A. R.;Civil Engineering,2007
4. Epps, J. A. Compatibility of a test for moisture-induced damage with superpave volumetric mix design. 2000: Transportation Research Board.
5. Transitioning from AASHTO T283 to the Simple Performance Test Using Moisture Conditioning
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