Low Temperature Performance of Sasobit-Modified Warm-Mix Asphalt

Journal of Materials in Civil Engineering

Volumn 24, Issue 1, 2012, Pages 57-63

  Liu, Juanyu ^a   Li, Peng ^a  

^a University of Alaska Fairbanks   (United States)

Author keywords

Asphalts; Cold regions; Low temperature; Mixtures; Performance

Indexed keywords

ASPHALT BINDER CRACKING DEVICES; BENDING BEAM RHEOMETER; COLD REGIONS; DEPARTMENT OF TRANSPORTATION; DIRECT TENSION TESTS; FIELD TRIAL; HOT MIX ASPHALT; INDIRECT TENSION TESTS; LOW TEMPERATURE CRACKING; LOW TEMPERATURE PERFORMANCE; LOW TEMPERATURES; NORTHERN REGIONS; ON-RESISTANCE; PERFORMANCE; PUBLIC FACILITIES; THERMAL CRACKING;

ASPHALT; ASPHALT PAVEMENTS; CRACKING (CHEMICAL); LOW TEMPERATURE PROPERTIES; MIXTURES; TENSILE TESTING;

BINDERS;

ASPHALT; COLD REGION; LOW TEMPERATURE; PERFORMANCE ASSESSMENT;

ALASKA; UNITED STATES;

EID: 84863162428     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)MT.1943-5533.0000347     Document Type: Article

References (35)

1. Guide for mechanistic-empirical design of new and rehabilitated pavement structures, Appendix HH: Field calibration of the thermal cracking model. 2000, ARA, Inc, NCHRP Rep. No. A-37A, Transportation Research Board, Washington, DC.
2. Button J.W. Estakhri C. Wimsatt A. synthesis of warm-mix asphalt. 2007, Rep. FHWA/TX-07/0-5597-1, Texas Transportation Institute, College Station, TX.
3. Christensen R.M. Theory of viscoelasticity 1982, 2nd Ed., Academic, New York.
4. D'Angelo J. Warm-mix asphalt: European practice. 2008, Rep. FHWA-PL-08-007, American Trade Initiatives, Alexandria, VA.
5. Damm K.-W. Abraham J. Butz T. Hildebrand G. Riebeschl G. Asphalt flow improvers as 'intelligent fillers' for hot asphalts-A new chapter in asphalt technology. J. Appl. Asphalt Binder Technol. 2002, 2(1):36-69.
6. Diefenderfer S.D. Hearon A.J. Performance of Virginia's warm-mix asphalt trial sections. 2010, Research No. FHWA/VTRC10-R17, Virginia Transportation Research Council, Charlottesville, VA.
7. Edwards Y. Tasdemir Y. Isacsson U. Rheological effects of commercial waxes and polyphosphoric acid in bitumen 160/220-Low temperature performance. Fuel 2006, 85(7-8):989-997. FUELAC, 0016-2361, 10.1016/j.fuel.2005.09.014.
8. Fortier R. Vinson T.S. Low-temperature cracking and aging performance of modified asphalt concrete specimens. 1998, 77-86. Transportation Research Record 1630, Transportation Research Board, Washington, DC.
9. Gandhi T. Amirkhanian S. Laboratory simulation of warm mix asphalt (WMA) binder aging characteristics. Proc., 2008 Airfield and Highway Pavement Specialty Conf. 2008, 195-204. J. R. Roesler, H. U. Bahia, I. L. Al-Qadi, S. D. Murrell, and eds., Transportation and Development Institute, Bellevue, WA.
10. Goh S.W. You Z. Warm mix asphalt using Sasobit: Field and laboratory experience. Proc., 2008 Mid-Continent Transportation Forum 2008, Univ. of Wisconsin, Madison, WI.
11. Hills J.F. Brien D. The fracture of bitumens and asphalt mixes by temperature induced stresses. Prepared Discussion. Proc., Association of Asphalt Paving Technologists 1966, 35:292-309.
12. Huang Y.H. Pavement analysis and design 2004, Pearson Education, Upper Saddle River, NJ.
13. Hurley G.C. Prowell B.D. Evaluation of Sasobit for use in warm mix asphalt. 2005, NCAT Rep. 05-06, National Center for Asphalt Technology, Auburn, AL.
14. Hurley G.C. Prowell B.D. Evaluation of evotherm for use in warm mix asphalt. 2006, NCAT Rep. 06-02, National Center for Asphalt Technology, Auburn, AL.
15. Hurley G.C. Prowell B.D. Kvasnak A. Ohio field trial of warm mix asphalt technologies: Construction summary. 2009, Final Rep. 09-04, National Center for Asphalt Technology, Auburn, AL.
16. Kim S. Direct measure of asphalt binder thermal cracking. J. Mater. Civ. Eng. 2005, 17(6):632-639. JMCEE7, 0899-1561, 10.1061/(ASCE)0899-1561(2005)17:6(632).
17. Kim S. Asphalt binder cracking device to reduce low temperature asphalt pavement cracking. 2010, Final project Rep., Highways for LIFE Technology Partnership Program, Washington, DC.
18. Kristjansdottir O. Warm mix asphalt for cold weather paving. 2006, M.S. thesis, Univ. of Washington, Seattle.
19. Kvasnak A. West R. Moore J. Nelson J. Turner P. Tran N. Case study of warm mix asphalt moisture susceptibility in Birmingham. 88th TRB Annual Meeting 2009, Transportation Research Board, Washington, DC.
20. Leaderman H. Viscoelasticity phenomena in amorphous high polymeric systems. Rheology 1958, II. F. R. Eirich, ed., Academic, New York.
21. Liu J. Saboundjian S. Li P. Connor B. Brunette B. Laboratory evaluation of Sasobit-modified warm mix asphalt for Alaskan Conditions. J. Mater. Civ. Eng. 2011, 23(11):1498-1505. JMCEE7, 0899-1561, 10.1061/(ASCE)MT.1943-5533.0000226.
22. Marasteanu M. Investigation of low temperature cracking in asphalt pavements. 2007, Rep. No. MN/RC 2007-43, Univ. of Minnesota, Minneapolis.
23. Osterkamp T.E. Baker G.C. Hamer B.T. Gosink J.P. Peterson J.K. Gruol V. Transverse cracks in asphalt pavements in interior Alaska. 1986, Final Rep., Univ. of Alaska, Fairbanks, AK.
24. Perkins S. Synthesis of warm mix asphalt paving strategies for use in Montana highway construction. 2009, Rep. FHWA/MT-09-009/8117-38, Western Transportation Institute, Helena, MT.
25. Prowell B.D. Hurley G.C. Crews E. Field performance of warm mix asphalt at the NCAT test tack. 86th TRB Annual Meeting 2007, Transportation Research Board, Washington, DC.
26. Raad L. Saboundjian S. Sebaaly P. Epps J. Camilli B. Bush D. Low temperature cracking of modified AC mixes in Alaska. 1997, Rep. No. INE/TRC 97.05, Univ. of Alaska Fairbanks, AK.
27. Roque R. Lopp G. Fracture performance of mixtures modified with Sasobit. 2006, Final Rep. submitted to Sasol Wax Company, Univ. of Florida, Gainesville, FL.
28. Saboundjian S. Liu J. Li P. Brunette B. Late season paving of low-volume road using warm-mix asphalt: An Alaskan experience. 2011, 40-47. Transportation Research Record 2205, Transportation Research Board, Washington, DC.
29. Sargand S. Figueroa J.L. Edwards W. Al-Rawashdeh A.S. Performance assessment of warm mix asphalt (WMA) pavements. 2009, Rep. FHWA/OH-2009/08, Ohio Research Institute for Transportation and the Environment, Athens, OH.
30. Soules T.F. Busbey R.F. Rekhson S.M. Markovsky A. Burke M.A. Finite element calculation of stress in glass parts undergoing viscous relaxation. J. Am. Ceram. Soc. 1987, 70(2):90-95. JACTAW, 0002-7820, 10.1111/j.1151-2916.1987.tb04935.x.
31. Stroup-Gardiner M. Newcomb D. Desombre R. Characterizing properties of asphalt cement at cold temperatures. 1996, 59-66. Transportation Research Record 1545, Transportation Research Board, Washington, DC.
32. Wasiuddin N.M. Selvamohan S. Zaman M.M. Guegan M. comparative laboratory study of Sasobit and Aspha-Min in warm mix asphalt. 86th TRB Annual Meeting 2007, Transportation Research Board, Washington, DC.
33. Wasiuddin N.M. Zaman M.M. O'Rear E.A. Effect of Sasobit and Asppha-Min on wettability and adhesion between asphalt binders and aggregates. 2008, 80-89. Transportation Research Record 2051, Transportation Research Board, Washington, DC.
34. Xiao F. Jordan J. Amirkhanian S. Laboratory investigation of moisture damage in warm mix asphalt containing moist aggregate. 2009, 115-124. Transportation Research Record 2126, Transportation Research Board, Washington, DC.
35. Zubeck H.K. Zeng H. Vinson T.S. Janoo V.C. Fieldvalidation of thermal stress restrained specimen test: Six case histories. 1996, 67-74. Transportation Research Record 1545, Transportation Research Board, Washington, DC.