Louisiana Experience with Foamed Recycled Asphalt Pavement Base Materials

Transportation Research Record

Volumn , Issue 1832, 2003, Pages 17-24

  Mohammad, Louay N ^a   Abu Farsakh, Murad Y ^a   Wu, Zhong ^a   Abadie, Chris ^a  

^a LOUISIANA TRANSPORTATION RESEARCH CENTER   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BITUMINOUS PAVING MATERIALS; COMMINUTION; CRUSHING; DURABILITY; FILLERS; HYDRATION; INTERFACIAL ENERGY; LIMESTONE; MOISTURE DETERMINATION; OPTIMIZATION; RECYCLING; STIFFNESS; VISCOELASTICITY;

ASPHALT EMULSION; DYNAMIC CONE PENETROMETER (DCP); RECYCLED ASPHALT PAVEMENTS (RAP);

ASPHALT PAVEMENTS;

EID: 16544377704     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1832-03     Document Type: Conference Paper

References (17)

1. Csanyi, L. H. Foamed Asphalt in Bituminous Paving Mixtures. Bulletin 160, HRB, National Research Council, Washington, D.C., 1957, pp. 108-122.
2. Roberts, F. L., J. C. Engelbrecht, and T. W. Kennedy. Evaluation of Recycled Mixtures Using Foamed Asphalt. In Transportation Research Record 968, TRB, National Research Council, Washington, D.C., 1984, pp. 78-85.
3. Bowering, R. M., and C. L. Martin. Foamed Bitumen Production and Application of Mixtures: Evaluation and Performance of Pavements. Proc., Association of Asphalt Paving Technologists, Vol. 45, 1976, pp. 453-477.
4. Lee, D. Y. Treating Marginal Aggregates and Soils with Foamed Asphalt. Proc., Association of Asphalt Paving Technologists, Vol. 50, 1981, pp. 211-250.
5. Little, D. N., J. W. Button, and J. A. Epps. Structural Properties of Laboratory Mixtures Containing Foamed Asphalt and Marginal Aggregates. In Transportation Research Record 911, TRB, National Research Council, Washington, D.C., 1983, pp. 104-113.
6. Sakr, H. A., and P. G. Manke. Innovations in Oklahoma Foamix Design Procedures. In Transportation Research Record 1034, TRB, National Research Council, Washington, D.C., 1985, pp. 26-34.
7. Bissada, A. F. Structural Response of Foamed-Asphalt-Sand Mixtures in Hot Environment. In Transportation Research Record 1115, TRB, National Research Council, Washington, D.C., 1987, pp. 134-149.
8. Brenne, M., M. Tia, A. G. Altschaeffl, and L. E. Wood. Laboratory Investigation of the Use of Foamed Asphalt for Recycled Bituminous Pavements. In Transportation Research Record 911, TRB, National Research Council, Washington, D.C., 1983, pp. 80-87.
9. Nataatmadja, A. Some Characteristics of Foamed Bitumen Mixes. In Transportation Research Record: Journal of the Transportation Research Board, No. 1767, TRB, National Research Council, Washington, D.C., 2001, pp. 120-125.
10. Smith, M. "What Is Foamed Asphalt." Southern Research Center, FHWA. http://www.fhwa.dot.gov/resourcecenters/southern/innovmat.htm.
11. Wirtgen Cold Recycling Manual. Wirtgen GmbH, Windhagen, Germany, Nov. 1998.
12. Brown, S. F., and D. Needham. A Study of Cement Modified Bitumen Emulsion Mixtures. Proc., Association of Asphalt Paving Technologists, Vol. 69, 2000, pp. 93-121.
13. Kleyn, E. G. The Use of Dynamic Cone Penetrometer (DCP). Report 2/74. Transvaal Roads Department, Pretoria, South Africa, 1975.
14. Levneh, M. The Use of Dynamic Cone Penetrometer in Determining the Strength of Existing Pavements and Subgrades. In Proc., 9th Southeast Asian Geotechnical Conference, Vol. 2, Bangkok, Thailand, 1987.
15. Harison, J. A. Correlation Between California Bearing Ratio and Dynamic Cone Penetrometer Strength Measurements of Soils. Proc., Institution of Civil Engineers, Part 2, London, 1989, pp. 833-844.
16. Webster, S. L., R. W. Brown, and J. R. Porter. Force Projection Site Evaluation Using the Electric Cone Penetrometer and the Dynamic Cone Penetrometer. Technical Report GL-94-17. U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss., 1994.
17. Powell, W. D., J. F. Potter, H. C. Mayhew, and M. E. Nunn. The Structural Design of Bituminous Roads. Report LR 1132. U.K. Transport and Road Research Laboratory, Crowthorne, England, 1984.