Effects of liquid anti-stripping additives on rheological properties of performance grade binders

International Journal of Pavement Research and Technology

Volumn 3, Issue 4, 2010, Pages 160-170

  Hossain, Zahid ^a   Zaman, Musharraf ^b   Hobson, Kenneth R ^c  

^a University of Oklahoma   (United States)

^b UNIVERSITY OF OKLAHOMA   (United States)

^c Materials Division   (United States)

Author keywords

Anti stripping additive; Complex modulus; DMA; Sweep test; Viscoelastic

Indexed keywords

COMPLEX MODULUS; DMA; DYNAMIC MECHANICAL ANALYZER; DYNAMIC MODULI; DYNAMIC SHEAR RHEOMETER; GOOD CORRELATIONS; LINEAR VISCOELASTIC; PERFORMANCE GRADE; RHEOLOGICAL DATA; RHEOLOGICAL PROPERTY; RUTTING FACTOR; SWEEP TESTS; TEST RESULTS; TESTING PROTOCOLS; VISCOELASTIC BEHAVIORS; VISCOELASTIC PROPERTIES;

ADDITIVES; DYNAMICS; LIQUIDS; MECHANICAL PROPERTIES; RHEOLOGY; STRIPPING (DYES);

BINDERS;

EID: 78651545047     PISSN: 19966814     EISSN: 19971400     Source Type: Journal    
DOI: None     Document Type: Article

References (27)

1. Soleymani, H.R., Zhai, H., and Bahia, H., (2004). Role of Modified Binders in Rheology and Damage Resistance Behavior of Asphalt Mixtures, Transportation Research Record, No. 1875, pp. 70-79.
2. Selvaratnam, S., Zaman, M., and Laguros, J.G., (2007). Laboratory Evaluation of Unmodified and Polymer-Modified Performance-Grade Binders with Anti-Stripping Additives, Journal of Engineering, Computing, and Architecture, ISSN 1934-7197, 1(2), Online, http://www.scientificjournals.org/journals2007/articles/1256.pdf.
3. ODOT, (2008). Construction Engineering, Material and Testing e-Guide, Test Data, Oklahoma Department of Transportation, Oklahoma City, OK, USA, Online, www.okladot.state.ok.us/materials/tstdatmu.htm, Accessed July 10, 2008.
4. th Edition, Washington DC, USA.
5. Asphalt Institute (AI), (2002). Procedure for Resolving Differences in Asphalt Binder Testing, Asphalt Institute Research, Asphalt Institute, Lexington, Kentucky, USA.
6. Carswell, J., (2001). Dynamic Shear Rheometers: Measurement, Accuracy, Precision and Prediction, The International Journal of Pavement Engineering & Asphalt Technology, ISSN 1464-8164, 2(1).
7. Cheng, D.X., Little, D.N., Lytton, R.L., and Holste, J.C., (2002). Use of Surface Free Energy Properties of the Asphalt-Aggregate System to Predict Damage Potential, Journal of the Association of Asphalt Paving Technologists, Vol. 71, pp. 59-88.
8. Akzo Nobel, (2008). Adhesion Promoter for Bitumen, Akzo Nobel Surface Chemistry LLC., Chicago, Illinois, USA, Online, http://www.se.akzonobel.com.
9. Gore, R., (2005). Effects of Amine-Based Anti-Strip Additives on the Performance Grade of Asphalt Binders, Asphalt Magazine, 20(1), pp. 38-40.
10. Airey, G.D., Rahimzadeh, B., and Collop, A.C., (2002). Linear Viscoelastic Limits of Bituminous Binders, Journal of the Association of Asphalt Paving Technologists, Vol. 71, pp. 89-115.
11. Bahia, H.U., Hanson, D.I., Zeng, M., Zhai, H., Khatri, M.A., and Anderson, R.M., (2001). Characterization of Modified Asphalt Binders in Superpave Mix Design, NCHRP Report 459, Transportation Research Board, National Research Council, Washington DC, USA.
12. Iqbal, M.H., Hussein, I.A., and Wahhab, H.I., (2006). Rheological Investigation of the Influence of Acrylate Polymers on Modification of Asphalt, Journal of Applied Polymer Science, 102(4), pp. 3446-3456.
13. Bahia, H. and Perdomo, D., (1997). Current Practices for Modification of Paving Asphalt, The American Chemical Society Division of Fuel Chemistry, Symposium on Modified Asphalts, Vol. 41(4), pp. 1192-1198, Orlando, Fl, USA.
14. Clyne, T.R. and Marasteanu, M.O., (2004). Inventory of Properties of Minnesota Certified Asphalt Binders, Technical Report MS 330, Minnesota Department of Transportation, St. Paul, Minnesota, USA.
15. Loh, S., Kim, S., and Bahia, H., (2000). Characterization of Simple and Complex Crumb Rubber Modified Binders, Final Report Number: WI/SPR-07-01, Wisconsin Department of Transportation, Madison, Wisconsin, USA.
16. Edwards, Y., Tasdemir, Y., and Isacsson, U., (2005). Influence of Commercial Waxes on Bitumen Aging Properties, Energy & Fuels, 19(6), pp. 2519-2525.
17. Zhai, H., Salomon, D., and Miliron, E., (2009). Using Rheological Properties to Evaluate Storage Stability and Setting Behavior of Emulsified Asphalts, White Paper, Pavement Preservative and Systems, LLC, Boise, Idaho, USA. Online http://www.technopave.com/publications/Using-Rheological-Properties-to-E valuateEmulsified-Asphalts-ISAET-Nov-2004.pdf, Last Accessed June, 2009.
18. Walker, D. and Buncher, M., (1999). Developing a Strategy for Better Intersection Pavements, Asphalt Magazine, Intersection Strategy, Series No. 1, pp. 12-17, Winter Edition.
19. TA Instruments, (2006). AR2000 Rheometer: Rheometrics Series Operator's Manual, TA Instruments, New Castle, Delaware, USA.
20. Kim, Y., Little, D.N., and Lytton, R.R., (2002). Use of Dynamic Mechanical Analysis (DMA) to Evaluate the Fatigue and Healing Potential of Asphalt Binders in Sand Asphalt Mixtures, Journal of the Association of Asphalt Paving Technologists, Vol. 71, pp. 176-206.
21. th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG), pp. 4354-4361, Goa, India.
22. Hossain, Z., Budhala, A., Zaman, M., O'Rear, E., Lewis, S., and Cross, S., (2009). Evaluation of the Use of Warm Mix Asphalt as a Viable Paving Material in the United States, Final Report for Cooperative Agreement: DTFH61-06-H-00044: Task 3, Turner-Fairbank Highway Research Center, Federal Highway Administration (FHWA), Mclean, VA, USA.
23. Harnish, C.I., (2009). Liquid Anti-strip Additives in Asphalt, Arrmaz Custom Chemicals, Technical Presentation, Project Implementation Meeting at Illinois Department of Transportation, Chicago, Illinois, Available Online at http://cobweb.ecn.purdue.edu/~spave/NCAUPG/Activities/2010/Presentation/ Harnish%20Liquid%20Anti-Strip%20Tech.%20&%20Best%20Practices-%20NCAU PG.pdf.
24. ® HP Plus, ArrMaz Custom Chemicals Inc, East Mulberry, Florida, USA.
25. Moffat, C., (2003). Rheological Properties of The Japan Canada Crude Used during the JVOPS Pumping Tests In Houma LA 2003, JVOPS 6 Workshop Report, Fort MacMurray, Alberta, Canada.
26. Wasiuddin, N.M., (2006). Evaluation of Surface Free Energy Characteristics of Aggregates and Binders in Hot Mix Asphalt, Final Report, SPR Item 2160, Oklahoma Department of Transportation, Oklahoma City, OK, USA.
27. Budhala, A., Hossain, Z., Wasiuddin, N., Zaman, M., and O'Rear, E., (2010). Evaluating the Susceptibility of Warm Mix Asphalt to Moisture Induced Damage by Surface Free Energy Analysis, manuscript prepared and to be submitted for possible publication in Journal of Materials in Civil Engineering, American Society of Civil Engineers.