The effect of wax modification on the performance of mastic asphalt

International Journal of Pavement Research and Technology

Volumn 3, Issue 2, 2010, Pages 86-95

  Butt, Ali Azhar ^a   Jelagin, Denis ^a   Tasdemir, Yuksel ^b   Birgisson, Bjorn ^a  

^a ROYAL INSTITUTE OF TECHNOLOGY   (Sweden)

^b BOZOK UNIVERSITY   (Turkey)

Author keywords

Energy saving; HMA fracture mechanics; Low temperature performance; Superpave IDT

Indexed keywords

ASPHALT MIXTURE; BENDING BEAM RHEOMETER; BREAKING POINT; ELASTIC RECOVERY; ELASTIC RESPONSE; ENERGY SAVING; FATIGUE CRACKING; HIGHER TEMPERATURES; HOT MIX ASPHALT; INDIRECT TENSILE TEST; LOW TEMPERATURE CREEP; LOW TEMPERATURE PERFORMANCE; LOW TEMPERATURES; MASTIC ASPHALT; MECHANICAL PERFORMANCE; MODIFIED BINDERS; NEGATIVE IMPACTS; POLYMER-MODIFIED BINDERS; SOFTENING POINTS; SPECIMEN TESTS; STORAGE STABILITY; SUPERPAVE; VISCOSITY REDUCTION;

ASPHALT PAVEMENTS; BEAMS AND GIRDERS; BINDERS; BRITTLE FRACTURE; DYNAMIC ANALYSIS; DYNAMIC MECHANICAL ANALYSIS; ENERGY CONSERVATION; FOURIER TRANSFORMS; FRACTURE MECHANICS; INFRARED SPECTROSCOPY; LOW TEMPERATURE PROPERTIES; MECHANICAL PROPERTIES; TENSILE TESTING; VISCOSITY; WAVELET TRANSFORMS;

ASPHALT;

EID: 78651573129     PISSN: 19966814     EISSN: 19971400     Source Type: Journal    
DOI: None     Document Type: Article

References (39)

1. Schellenberg, K. and Schellenberg, P., (2003). Die Wirkung von Kalksteinmehl in Asphalt, Fachzeitschrift Strafie und Autobahn, Heft 5, pp. 267-270.
2. Isacsson, U. and Lu, X., (1995). Testing and Appraisal of Polymer Modified Road Bitumens - State of the Art, Materials and Structures, 28(3), pp. 139-159.
3. Edwards, Y. and Westergren, P., (2001). Polymer Modified Waterproofing and Pavement System for the High Coast Bridge in Sweden, VTI Report 430A, Swedish National Road And Transport Research Institute, Linkoping, Sweden.
4. Polacco, G, Stastna, J., Biondi, D., and Zanzotto, L., (2006). Relation between Polymer Architecture and Nonlinear Viscoelastic Behaviour of Modified Asphalts, Current Opinion in Colloidal and Interface Science, 11(4), pp. 230-245.
5. Fryazinov, V.V. and Grudnikov, LB., (1976). Cleanup of Emissions from Asphalt Production, Chemistry and Technology of Fuels and Oils, 12(11), pp. 867-870.
6. Badriyha, B.N., Pirbazari, M., Ravindran, V., Kitto, A.M., and Synolakis, C.E., (1996). Emission of Volatile and Semi-Volatile Organic Compounds from Hot Asphalts in Laboratory-Scale and Field Studies, Proceeding of the Conference on Measurement of Toxic and Related Air Pollutants under the Auspices of the Air and Waste Management Association, U.S. Environmental Protection Agency, Research Triangle Park, NC.
7. Kitto, A.M., Pirbazari, M., Badriyha, B.N., Ravindran, V, Tyner, R., and Synolakis, C.E., (1997). Emissions of Volatile and Semi-Volatile Organic Compounds and Particulate Matter from Hot Asphalts, Environmental Technology, 18(2), pp. 121-138.
8. Gandhi, T., Rogers, W., and Amirkhanian, S., (2009). Laboratory Evaluation of Warm Mix Asphalt Aging Characteristics, International Journal of Pavement Engineering, 10(5), pp. 353-359.
9. Hurley, G and Prowell, B., (2005). Evaluation of Asphamin for Use in Warm Mix Asphalt, NCAT Report 05-04, Auburn, AL, USA.
10. Hurley, G and Prowell, B., (2005). Evaluation of Sasobit for Use in Warm Mix Asphalt, NCAT Report 05-06, Auburn, AL, USA.
11. Hurley, G and Prowell, B., (2006). Evaluation of Evotherm for Use in Warm Mix Asphalt, NCAT Report 06-02, Auburn, AL, USA.
12. Hurley, G and Prowell, B., (2006). Evaluation of Potential Process for Use in Warm Mix Asphalt. Journal of the Association of Asphalt Paving Technologists, Vol. 75, pp. 41-90.
13. Lee, S.J., Amirkhanian, S.N., Park, N.W, and Kim, K.W, (2008). Characterization of Warm Mix Asphalt Binders Containing Artificially Long-Term Aged Binders, Construction and Building Materials, 23(6), pp. 2371-2379.
14. Walker, D., (2009). Warm Mix Asphalt, The Magazine of the Asphalt Institute, 24(1), pp. 13-16.
15. Edwards, Y, (2005). Influence of Waxes on Bitumen and Asphalt Concrete Mixture Performance, Doctoral Thesis, Royal Institute of Technology, KTH, Stockholm, Sweden.
16. Giuliani, F. and Merusi, F., (2009). Flow Characteristics and Viscosity Functions in Asphalt Binders Modified by Wax, International Journal of Pavement Research and Technology, 2(2), pp. 51-60.
17. Soenen, H., Tanghe, T., Redelius, P., De Visscher, J., Vervaecke, F., and Vanelstraete, A., (2008). A Laboratory Study on the Use of Waxes to Reduce Paving Temperatures, 4th Eurasphalt and Eurobitume Congress, Copenhagen, Denmark.
18. Mallick, R.B. and Bergendahl, J., (2009). A Laboratory Study on C02 Emission from Asphalt Binder and Its Reduction with the Use of Warm Mix Asphalt, International Journal of Sustainable Engineering, 2(4), pp. 275-283.
19. Edwards, Y, (2007). Influence of Waxes on Polymer Modified Asphalt Performance, EMAA European Mastic Asphalt Association Annual Meeting, Potsdam, Germany.
20. Edwards, Y, (2008). Influence of Waxes on Polymer Modified Mastic Asphalt Performance, 4th Eur asphalt & Eurobitume Congress, Paper No. 401-014, Copenhagen, Denmark.
21. Roque, R. and Buttlar, WG, (1992). The Development of a Measurement and Analysis System to Accurately Determine Asphalt Concrete Properties Using the Indirect Tensile Mode, Proceedings of the Association of Asphalt Paving Technologists, Vol. 61, pp. 304-332.
22. Buttlar, WG and Roque, R. (1994). Experimental Development and Evaluation of the New SHRP Measurement and Analysis System for Indirect Tensile Testing at Low Temperature, Transportation Research Record,Vo\. 1454, pp. 163-171.
23. Roque, R., Birgisson, B., Drakos, C. and Dietrich, B. (2004). Development and Field Evaluation of Energy-based Criteria for Top-down Cracking Performance of Hot Mix Asphalt, Journal of the Association of Asphalt Paving Technologists, Vol. 73, pp. 229-260.
24. American Association of State Highway and Transportation Officials, (2002). AASHTO M320, Standard Specification for Performance-Graded Asphalt Binder.
25. American Association of State Highway and Transportation Officials, (2000). Test Method for Determining Flexural Creep Stiffness of Asphalt Binder Using Bending Beam Rheometer (BBR), AASHTO Provisional Standards TP1, Washington, D.C., April Edition.
26. Jung, D.H. and Vinson, T.S., (1993). TSRST- an Accelerated Load Test to Evaluate Low Temperature Cracking of Asphalt Aggregate Mixtures, Transportation Research Record, Vol. 1417,pp.l2-20.
27. Jung, D.H. and Vinson, T.S. (1993). Low Temperature Cracking Resistance of Asphalt Concrete Mixtures, Proceedings of the Association of Asphalt Paving Technologists, Vol. 62, pp. 54-92.
28. Roque, R., Buttlar, WG, Ruth, B.E., Tia, M., Dickison, S.W and Reid, B., (1997). Evaluation of SHRP Indirect Tension Tester to Mitigate Cracking in Asphalt Concrete Pavements and Overlays, FL-DOT-MO-0510755, Final Report of the Florida Department of Transportation, University of Florida, Gainesville, FL, USA.
29. Zhang, Z., Roque, R., Birgisson, B. and Sangpetngam, B. (2001). Identification and Verification of a Suitable Crack Growth Law. Journal of the Association of Asphalt Paving Technologists, Vol. 70, pp. 206-241.
30. Roque, R., Zhang, Z. and Sankar, B. (1999). Determination of Crack Growth Rate Parameters of Asphalt Mixtures Using the Superpave IDT. Journal of the Association of Asphalt Paving Technologists, Vol. 68, pp. 404-433.
31. Roque, R., Birgisson, B., Sangpetngam, B. and Zhang, Z. (2002). Hot Mix Asphalt Fracture Mechanics: a Fundamental Crack Growth Law for Asphalt Mixtures. Journal of the Association of Asphalt Paving Technologists, Vol. 71, pp. 816-827.
32. Birgisson, B., Wang, J., and Roque, R., (2006). Implementation of the Florida Cracking Model into the Mechanistic - Empirical Pavement Design, Final Report, BD545-20, University of Florida, Gainesville, FL, USA.
33. Randenberg, M. (2003). Reducing Temperature with Additives and Special Binders in Mastic Asphalt, EMAA European Mastic Asphalt Association annual meeting, Vienna, 25-26, September.
34. Edwards, Y, Tasdemir, U. and Isacsson, U. (2007). Rheological Effects of Commercial Waxes and Polyphosphoric Acid in Bitumen 160/220-High and Medium Temperature Performance, Construction and Building Materials, 21(10), pp. 1899-1908.
35. Masson, J-F., Pelletier, L. and Collins, P., (2000). Rapid FTIR Method for Quantification of Styrene-butadiene Type Copolymers in Bitumen, Journal of Applied Polymer Science, 79(6),pp.l034-1041.
36. Ferry, J.D. (1980). Viscoelastic Properties of Polymers, Wiley, NY.
37. Dongre, R., (2007). Low Temperature Cracking, Presentation at NA Norsk Asfaltforening in Oslo, http://www. norskasfaltforening.no/Faggrupper/NABin/1836/Low_Tempera ture_Cracking_Norway.pdf, Norway.
38. Lu, X., Isacsson, U. and Ekblad, J., (2003). Influence on Polymer Modification on Low Temperature Behavior of Bituminous Binders and Mixtures, Materials and Structures, 36(10), pp. 652-656.
39. Bahia, H.U., Anderson, D.A. and Christensen, D.W (1992). The Bending Beam Rheometer; A Simple Device for Measuring Low-temperature Rheology of Asphalt Binders, Proceedings of the Association of Asphalt Paving Technologists, Vol. 61, pp. 117-153.