Evaluation of the effect of lime modification on the dynamic modulus stiffness of hot-mix asphalt: Use with the new mechanistic-empirical pavement design guide

Transportation Research Record

Volumn , Issue 1929, 2005, Pages 10-19

  Bari, Javed ^a   Witczak, Matthew W ^a  

^a Arizona State University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ASPHALT; ELASTIC MODULI; FILLERS; HYDRATION; PAVEMENTS; STIFFNESS;

ASPHALT MIXTURES; E; LIME-MODIFIED HMA MIXTURES; MASTER CURVE; MECHANISTIC-EMPIRICAL (M-E) PAVEMENT DESIGN GUIDE;

LIME;

EID: 33645792067     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1929-02     Document Type: Conference Paper

References (13)

1. Roberts, F. L. P. S. Kandhal, E. R. Brown, D. Y. Lee, and T. W. Kennedy. Hot Mix Asphalt Materials, Mixture Design, and Construction. National Asphalt Pavement Association Education Foundation, Lanham, Md., 2000.
2. Mohammad, L. N., C. Abadie, R. Gokmen, and A. J. Puppala. Mechanistic Evaluation of Hydrated Lime in Hot-Mix Asphalt Mixtures. In Transportation Research Record: Journal of the Transportation Research Board, No. 1723, TRB, National Research Council, Washington, D.C., 2000, pp. 26-36.
3. Lesueur, D., and D. N. Little. Effect of Hydrated Lime on Rheology, Fracture, and Aging of Bitumen. In Transportation Research Record: Journal of the Transportation Research Board, No. 1661, TRB, National Research Council, Washington, D.C., 1999, pp. 93-100.
4. Huang, S.-C., J. C. Peterson, R. E. Robertson, and J. F. Branthaver. Effect of Hydrated Lime on Long-Term Oxidative Aging Characteristics of Asphalt. In Transportation Research Record: Journal of the Transportation Research Board, No. 1810, Transportation Research Board of the National Academies, Washington, D.C., 2002, pp. 17-24.
5. Kennedy, T. W., and W. V. Ping. An Evaluation of Effectiveness of Antistripping Additives in Protecting Asphalt Mixtures from Moisture Damage. Presented at Annual Meeting of the Association of Asphalt Paving Technologies, March 4-6, 1991.
6. Little, D, and J. Epps. The Benefits of Hydrated Lime in Hot Mix Asphalt. National Lime Association, 2001. www.lime.org/ABenefit.pdf.Accessed Jan. 2004.
7. Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures. National Cooperative Highway Research Program, March 2004.
8. Hydrated Lime - More Than Just a Filler. National Lime Association, 2003. www.lime.org/HydratedLime.pdf. Accessed Jan. 2004.
9. Al-Suhaibani, A. R., J. Al-Mudaiheem, and F. Al-Fozan. Effect of Filler Type and Content on Properties of Asphalt Concrete Mixes. In Effects of Aggregates and Mineral Fillers on Asphalt Mixtures Performance, SPT 1147 (R. C. Meininger, ed.), ASTM, Philadelphia, Pa., 1992, pp. 107-130.
10. Shahnour, M. A., and B. G. Saloukeh. Effect of Quality and Quantity of Locally Produced Filler (Passing Sieve No. 200) on Asphaltic Mixtures in Dubai. In Effects of Aggregates and Mineral Fillers on Asphalt Mixtures Performance, SPT 1147 (R. C. Meininger, ed.), ASTM, Philadelphia, Pa., 1992, pp. 187-208.
11. Standard Test Method for Dynamic Modulus of Asphalt Concrete Mixtures. National Cooperative Highway Research Program 1-37A Provisional Test Method DM-1, Arizona State University, June 2002.
12. Witczak, M. W., and J. Bari. Development of a Master Curve (E*) Database for Lime Modified Asphaltic Mixtures. Department of Civil and Environmental Engineering, Arizona State University, Tempe, July 2004.
13. Witczak, M. W., and M. W. Mirza. Development of a Global Aging System for Short and Long Term Aging of Asphalt Cements. Journal of the Association of the Asphalt Paving Technologists, Vol. 64, 1995, pp. 393-430.