Comprehensive laboratory testing and performance evaluation of recycled pulverized hot-mix asphalt material

Transportation Research Record

Volumn , Issue 2104, 2009, Pages 42-52

  Jeon, Eung Jin ^a   Steven, Bruce ^b   Harvey, John T ^a  

^a University of California Davis   (United States)

^b Beca   (New Zealand)

Author keywords

[No Author keywords available]

Indexed keywords

AGGREGATES; ASPHALT; ASPHALT PAVEMENTS; LIFE CYCLE; MATERIALS HANDLING; RECYCLING;

% REDUCTIONS; CALIFORNIA; LABORATORY PERFORMANCE; LABORATORY TESTING; PERFORMANCE; PERFORMANCES EVALUATION; PERMANENT STRAIN; PULVERIZED MATERIALS; REHABILITATION STRATEGY; TESTING/EVALUATION;

LIME;

EID: 76649094550     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/2104-05     Document Type: Article

References (23)

1. Bejarano, M. O., and J. T. Harvey. Deep In Situ Recycling of Asphalt Concrete Pavements as Granular Base-Design, Construction and Performance Evaluation Experience in California. Proc., 8th Conference on Asphalt Pavements for South Africa, Sun City, North West Province, South Africa, 2004.
2. Steven, B. D., L. Lane, and J. T. Harvey. Life Cycle Cost Analysis for Pulverized Hot-Mix Asphalt Used As an Unbound Base. Draft Technical Memorandum UCPRC-TM-2008-2009 University of California Pavement Research Center, Davis, 2008.
3. An Overview of Recycling and Reclamation Methods for Asphalt Pavement Rehabilitation. Asphalt Recycling and Reclaiming Association, Annapolis, Md., 1992.
4. Kearney, E. J., and J. E. Huffman. Full-Depth Reclamation Process. In Transportation Research Record: Journal of the Transportation Research Board, No.1684, TRB, National Research Council, Washington, D.C., 1999, pp. 203-209.
5. Mallick, R. B., D. S. Bonner, R. L. Bradbury, J. O. Andrews, P. S. Kandhal, and E. J. Kearney. Evaluation of Performance of Full-Depth Reclamation Mixes. In Transportation Research Record: Journal of the Transportation Research Board, No.1809, Transportation Research Board of the National Academies, Washington, D.C., 2002, pp. 199-208.
6. Mallick, R. B., M. R. Teto, P. S. Kandhal, E. R. Brown, R. L. Bradbury, and E. J. Kearney. Laboratory Study of Full-Depth Reclamation Mixes. In Transportation Research Record: Journal of the Transportation Research Board, No.1813, Transportation Research Board of the National Academies, Washington, D.C., 2002, pp. 103-110.
7. Bemanian, S., P. Polish, and G. Maurer. Cold In-Place Recycling and Full-Depth Reclamation Projects by Nevada Department of Transportation: State of the Practice. In Transportation Research Record: Journal of the Transportation Research Board, No.1949, Transportation Research Board of the National Academies, Washington, D.C., 2006, pp. 54-71.
8. Lewis, D. E., D. M. Jared, H. Torres, and M. Mathews. Georgia's Use of Cement-Stabilized Reclaimed Base in Full-Depth Reclamation. In Transportation Research Record: Journal of the Transportation Research Board, No.1952, Transportation Research Board of the National Academies, Washington, D.C., 2006, pp. 125-133.
9. Maurer, G., S. Bemanian, and P. Polish. Alternative Strategies for Rehabilitation of Low-Volume Roads in Nevada. In Transportation Research Record: Journal of the Transportation Research Board, No.1989, Transportation Research Board of the National Academies, Washington, D.C., 2007, pp. 309-320.
10. Kim, W., J. F. Labuz, and S. Dai. Resilient Modulus of Base Course Containing Recycled Asphalt Pavement. In Transportation Research Record: Journal of the Transportation Research Board, No.2005, Transportation Research Board of the National Academies, Washington, D.C., 2007, pp. 27-35.
11. Jeon, E.-J., B. Steven, and J. T. Harvey. The Evaluation of In-Place Recycled Asphalt Concrete As an Unbound Granular Base Material. Proc., 7th International Symposium on Unbound Aggregates in Roads (UNBAR 7), Nottingham, United Kingdom, 2008.
12. Caltrans. Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates. Test CTM-216. Caltrans Engineering Service Center, Transportation Laboratory, Sacramento, Calif., 2000.
13. Heath, A. C. Modelling Unsaturated Granular Pavement Materials Using Bounding Surface Plasticity. PhD thesis. University of California, Berkeley, 2002.
14. Arnold, G., D. Hughes, A. R. Dawson, and D. Robinson. Design of Granular Pavements. In Transportation Research Record: Journal of the Transportation Research Board, No.1819, Transportation Research Board of the National Academies, Washington, D.C., 2003, pp. 194-200.
15. Duncan, J. M., P. Byrne, K. S. Wong, and P. Mabry. Strength, Stress- Strain and Bulk Modulus Parameters for Finite Element Analysis of Stresses and Movements in Soil Masses. Technical Report UCB/GT.80-01. University of California, Berkeley, 1980.
16. ARA, Inc. ERES Consultants Division. Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures. Final report, NCHRP Project 1-37A. Transportation Research Board of the National Academies, Washington, D.C., 2004. www.trb.org/mepdg/guide.htm.
17. Gudishala, R. Development of Resilient Modulus Prediction Models for Base and Subgrade Pavement Layers from In Situ Devices Test Results. MSc thesis. Louisiana State University, Baton Rouge, 2004.
18. Werkmeister, S., A. R. Dawson, and F. Wellner. Permanent Deformation Behavior of Granular Materials and the Shakedown Concept. In Transportation Research Record: Journal of the Transportation Research Board, No.1757, TRB, National Research Council, Washington, D.C., 2001, pp. 75-81.
19. Werkmeister, S., A. Dawson, and F. Wellner. Pavement Design Model for Unbound Granular Materials. ASCE Journal of Transportation Engineering, Vol.130, No.5, 2004, pp. 665-674.
20. Gautrans. Gautrans Stabilization Manual. Revision done by Transportek, CSIR, Pretoria, South Africa, 2004.
21. Lekarp, F., U. Isacsson, and A. Dawson. State of the Art. I: Resilient Response of Unbound Aggregates. ASCE Journal of Transportation Engineering, Vol.126, No.1, 2000, pp. 66-75. (Pubitemid 30884018)
22. Lekarp, F., U. Isacsson, and A. Dawson. State of the Art. II: Permanent Strain Response of Unbound Aggregates. ASCE Journal of Transportation Engineering, Vol.126, No.1, 2000, pp. 76-83. (Pubitemid 30884017)
23. Head, K. H. Manual of Soil Laboratory Testing. Vol.3. Effective Stress Tests. Wiley and Sons Inc., Somerset, N.J., 1986.