Variability analysis of hot-mix asphalt concrete containing high percentage of reclaimed asphalt pavement

Transportation Research Record

Volumn , Issue 1543, 1996, Pages 89-96

  Solaimanian, Mansour ^a   Tahmoressi, Maghsoud ^b  

^a The University of Texas at Austin   (United States)

^b Materials and Tests Division   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COMPOSITION EFFECTS; CONCRETES; ENGINEERING RESEARCH; RECYCLING; ROAD CONSTRUCTION; VISCOSITY;

HOT MIX ASPHALT CONCRETE (HMAC);

ASPHALT PAVEMENTS;

EID: 0030288902     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1543-11     Document Type: Article

References (6)

1. Recycling Asphalt Pavements. Report FHWA-DP-39-1. FHWA, U.S. Department of Transportation, Aug. 1978.
2. Kennedy, T. W., F. Roberts, and J. N. Anagnos. Mixture Design Procedure for Recycled Asphalt Pavements. Report 252-1. Center for Transportation Research, University of Texas at Austin, May 1982.
3. Kennedy, T. W., M. Tahmoressi, and J. Anagnos. Guidelines for Design and Construction of Recycled Asphalt Mixtures. Report 252-2. Center for Transportation Research, University of Texas at Austin, Sept. 1985.
4. Quality Control/Quality Assurance of Hot Mix Asphalt. Special Specification Item 3007. Texas Department of Transportation, Austin, 1993.
5. Tahmoressi, M., and T. W. Kennedy. Organization and Analysis of 1987 HMAC Field Construction Data. Report 1197-1F. Center for Transportation Research, University of Texas at Austin, Nov. 1988.
6. Solaimanian, M., and T. W. Kennedy. Evaluation of Field Compaction, Density Variations, and Factors Affecting Density Through 1987 HMAC Field Construction Data. Report 468-4F. Center for Transportation Research, University of Texas at Austin, Oct. 1989.