Using Polymer Modified Asphalt Emulsions in Surface Treatments A ...

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5.0 REFERENCES 1. “A Basic Asphalt Emulsion Manual”, The Asphalt Institute and AEMA, Asphalt Institute Manual Series No. 19, Third Edition, 120 p., n.d. 2. “Maintenance Technical Advisory Guide (TAG)”, California Department of Transportation (CALTRANS), October 2003. 3. Stroup-Gardiner, Mary and Newcomb, David E., “Polymer Literature Review,” Minnesota DOT Report No. 95-27, September 1995. 4. Lubbers, Chris and Watson, Scott, “Basics of Polymers in Asphalt Emulsions,” BASF Corporation Web Seminar, September 29, 2005. 5. “Quantification of the Effects of Polymer-Modified Asphalt for Reducing Pavement Distress”, Asphalt Institute Engineering Report 215 (ER-215), 2005. 6. “Using Additives and Modifiers in Hot Mix Asphalt,” National Asphalt Pavement Association (NAPA) Guide, 1991. 7. Becker, Yvonne, Menez, Maryro P., and Rodriguez, Yarjaira, "Polymer Modified Asphalt“, Vision Tecnologica, Vol. 9, No. 1, pp. 39-50, 2001. 8. “About DuPont Elvaloy® RET Reactive Elastomeric Terpolymer”, DuPont Corporation Website, Retrieved January 13, 2006 from http://www.dupont.com/asphalt/link1.html. 9. Ruggles, Colin S., “The Efficient Use of Environmentally-Friendly NR latex (NRL) in Road Construction – Past, Present and the Future”, Natuurrubber 37, pp. 2-4, 1 st Quarter 2005. 10. King, Gayle, King, Helen, Pavlovich, R. D., Epps, Amy L., and Kandhal, Prithvi, “Additives in Asphalt”, Presented at the 75 th Anniversary Historical Review of the Association of Asphalt Paving Technologists, 1998. 11. Takamura, Koichi, “An Elephant, 30 Cats and 1 million Fleas – How to view a Chip Seal Emulsion”, BASF Corporation, Charlotte, NC, 2002. 12. Takamura, Koichi, “SBR Polymer Network in Chip Seal”, BASF Corporation, Charlotte, NC, 2003. 13. Bates, Robert, “Styrene-Butadiene Rubber Latex Modified Asphalt”, FAA Engineering Brief No. 39, March 2, 1987. 119
14. Takamura, Koichi, “SBR Latices for Asphalt Modification: Advantages of Fine Polymer Network Formation”, Paper Presented at the ISSA Annual Meeting, Maui Hawaii, March 2001. 15. “Polymer-Modified Asphalt for the Paving Industry”, Asphalt Institute, Information Series IS-200, n.d. 16. Airey, Gordon D., “Fundamental Binder and Practical Mixture Evaluation of Polymer Modified Bituminous Materials”, International Journal of Pavement Engineering, Vol. 5, No. 3, pp 137-151, September 2004. 17. Chen, Jian-Shiuh, Liao, Min-Chih, and Siah, Ming-Shen, “Asphalt Modified by Styrene-Butadiene-Styrene Triblock Copolymer: Morphology and Model”, Journal of Materials in Civil Engineering, pp 224-229, May/June 2002. 18. Airey, G. D., Singleton, T. M., and Collop, A. C., “Properties of Polymer Modified Bitumen after Rubber-Bitumen Interaction”, Journal of Materials in Civil Engineering, pp 344-354, July-August 2002. 19. Serfass, J.P., Joly, A. and Samanos, J., “SBS-Modified Asphalts for Surface Dressing in Polymer Modified Asphalt Binders”, ASTM STP 1108, Philadelphia, 1992. 20. Gahvari, Fariborz, “Effects of Thermoplastic Block Copolymers on Rheology of Asphalt”, Journal of Materials in Civil Engineering, pp 111-116, August 1997. 21. Holleran, G., Reed Jeffery R., and Van Kirk, Jack, “Use of Crumb Rubber in Slurry and Microsurfacing and Chipseals”, Valley Slurry Seal Technology Paper, 1997. 22. Sabbagh, Amiel B., and Lesser, Alan J., “Effect of Particle Morphology on the Emulsion Stability and Mechanical Performance of Polyolefin Modified Asphalts”, Polymer Engineering and Science, Vol. 38, No. 5, pp 707-716, May 1998. 23. “Asphalt Rubber Usage Guide”, California Department of Transportation (CALTRANS), January 2003. 24. Murphy, M., O’Mahony, M., Lycett, C., and Jamieson, I., “Recycled Polymers for Use as Bitumen Modifiers”, Journal of Materials in Civil Engineering, pp 306- 314, July-August, 2001. 25. Morrison, Geoffrey R., Lee, Jin K., Hesp, Simon A., “Chlorinated Polyolefins for Asphalt Binder Modification”, Journal of Applied Polymer Science, Vol. 54, pp 231-240, 1994. 120
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Using Polymer Modified Asphalt Emul
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2.10 SURFACE TREATMENTS, DISTRESS,
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EXECUTIVE SUMMARY Needs to be Compl
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DISCLAIMER This document is dissemi
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1. Compile published research on th
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2.0 LITERATURE REVIEW OF POLYMER MO
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the emulsion solution is termed the
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molecular weights ranging up to 100
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Elastomeric polymers exhibit a low
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The first commercial process that w
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2.2.3 Synthetic Rubber and Latex Sy
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Latex Modified Unmodified 80 Chip R
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of residual asphalt (3). Additional
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Sabbagh and Lesser (1998) note that
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2.2.6 Plastics The plastic polymer
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high temperature performance, but w
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2.2.7 Polymer Blends Select polymer
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Table 2: Polymer Modification Metho
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Forbes et al found that asphalt emu
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Lubbers and Watson (2005) present t
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Takamura and Heckmann (1999) sugges
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Neat Asphalt + 8% LDPE1 + 8% LDPE2
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Figure 16: Effect of SBS Concentrat
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destruction of the polymer modifier
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emulsified and non-emulsified aspha
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However, in developing the SPG, Epp
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• Forced Air-Drying Method - This
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• Wet Track Abrasion Loss - used
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ductility (61). King characterizes
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Polymer modified asphalt emulsions
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3 40-120º F 5.02 12.81 6.04 14.92
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emulsions require a much longer set
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Figure 20: Chip Seal Aggregate Rete
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design specifications are meticulou
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Holleran (n.d.) recommends using SB
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22 20 18 Vertical Displacement (%)
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seal stone retention, and to provid
Page 75 and 76: Microsurfacing applications by defi
Page 77 and 78: Thus, the cohesive properties of SB
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Page 81 and 82: Moreover, although the moduli of th
Page 83 and 84: Numerous decision tools and best pr
Page 85 and 86: 3.0 LABORATORY TESTING AND SPECIFIC
Page 87 and 88: and performance-related specificati
Page 89 and 90: were consistently twice as high as
Page 91 and 92: • Polymer/Asphalt Compatibility a
Page 93 and 94: angle at the lowest pavement temper
Page 95 and 96: damaged by temperature. The problem
Page 97 and 98: Because the industry survey and oth
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Page 101 and 102: with faster curing and longer wear.
Page 103 and 104: Table 17: Comparison of Microsurfac
Page 105 and 106: Emulsion/Aggregate Performance Test
Page 107 and 108: the FLH report-only format be used
Page 109 and 110: leading the negatives. If post-blen
Page 111 and 112: opportunity to evaluate performance
Page 113 and 114: traffic areas, as are durable, poli
Page 115 and 116: esearchers, with the leading candid
Page 117 and 118: Table 13 illustrates a draft Strawm
Page 119 and 120: Laboratory Design Procedures • Ch
Page 121 and 122: • Develop/improve performance met
Page 123 and 124: specification tests will cost appro
Page 125: PROPERTY TEST METHOD SPEC. RESULT B
Page 129 and 130: 38. Turk, Johannes, and Schmidt, Ma
Page 131 and 132: 62. Desmazes, C., Lecomte, M., Lesu
Page 133 and 134: 86. European Standard EN 14895, “
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