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1

Institute, Asphalt. Asphalt binder testing: Technician's manual for specification testing of asphalt binders. 3rd ed. [Lexington, Ky.?]: Asphalt Institute, 2012.

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2

Shuler, Scott. Asphalt-rubber binder laboratory performance. College Station, Tex: Texas Transportation Institute, Texas A&M University, 1985.

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3

Leahy, R. B. Superpave binder implementation: Final report. Salem, Or: Oregon Dept. of Transportation, Research Unit, 1999.

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4

United States. Federal Highway Administration. and Asphalt Institute, eds. Background of SUPERPAVE asphalt binder test methods. [Washington, D.C.]: U.S. Dept. of Transportation, Federal Highway Administration, 1994.

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5

Jung, D. H. Low-temperature cracking: Binder validation. Washington, DC: Strategic Highway Research Program, 1994.

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6

Bonaquist, Ramon, Jeramie J. Adams, and David A. Anderson. Asphalt Binder Aging Methods to Accurately Reflect Mixture Aging. Washington, D.C.: Transportation Research Board, 2021. http://dx.doi.org/10.17226/26089.

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7

Bahia, Hussain U. Investigation of modified asphalt performance using SHRP binder specification. Madison, WI: Wisconsin Dept. of Transportation, Division of Transportation Infrastructure Development, Bureau of Highway Construction, Pavements Section, 1997.

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8

S, Mogawer Walaa, Romero Pedro, and Turner-Fairbank Highway Research Center, eds. Validation of the superpave asphalt binder fatigue cracking parameter using an accelerated loading facility. McLean, Va: U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, 2002.

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9

Stuart, Kevin D. Validation of the superpave asphalt binder fatigue cracking parameter using an accelerated loading facility. McLean, VA: Office of Infrastructure Research and Development, Federal Highway Administration, 2002.

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10

Allison, R. E. Rubber asphalt binder, "stress absorbing membrane interlayer": Final evaluation report. [Olympia, WA]: Washington State Dept. of Transportation, Planning, Research and Public Transportation Division in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1989.

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11

Pierce, Linda M. Rubber modified and performance based asphalt binder pavements: I-5, Nisqually River to Gravelly Lake, Contract 4250. [Olympia, Wash.]: Washington State Dept. of Transportation, 1996.

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12

Armijo, Joseph D. Investigation of large stone-modified asphalt mixes using the Marshall method: Part of permanent deformation (rutting) characteristics of binder-aggregate mixtures containing conventional and modified asphalt binders phase II of cooperative study with the University of California-Berkeley and the California Department of Transportation. [Helena, Mont.]: Montana Dept. of Highways, 1991.

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13

Center, Turner-Fairbank Highway Research, and United States. Federal Highway Administration., eds. LTPPBind: A new tool for selecting cost effective superpave asphalt binder performance grades. McLean, VA: Research, Development & Technology, Turner-Fairbank Highway Research Center, 1999.

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14

Armijo, Joseph D. Investigation of conventional aggregates and modified asphalt mixes using the Marshall method: Part of permanent deformation (rutting) characteristics of binder-aggregate mixtures containing conventional and modified asphalt binders phase I of cooperative study with the University of California-Berkeley and the California Department of Transportation. [Helena, Mont.]: Montana Dept. of Highways, 1990.

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15

Institute, Sulphur, United States. Federal Highway Administration. Demonstration Projects Division., Texas. State Dept. of Highways and Public Transportation., and Texas Transportation Institute, eds. Field trials of sulphur-extended-asphalt binder in open graded friction course Loop 495, Nacogdoches, Texas. College Station, Tex: Texas Transportation Institute, Texas A&M University System, 1985.

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16

Institute, Sulphur, United States. Federal Highway Administration. Demonstration Projects Division., Texas. State Dept. of Highways and Public Transportation., and Texas Transportation Institute, eds. Field trials of sulphur-extended-asphalt binder in open graded friction course Loop 495, Nacogdoches, Texas. College Station, Tex: Texas Transportation Institute, Texas A&M University System, 1985.

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17

Institute, Sulphur, United States. Federal Highway Administration. Demonstration Projects Division., Texas. State Dept. of Highways and Public Transportation., and Texas Transportation Institute, eds. Field trials of sulphur-extended-asphalt binder in open graded friction course Loop 495, Nacogdoches, Texas. College Station, Tex: Texas Transportation Institute, Texas A&M University System, 1985.

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18

Livingston, John. Rubber modified and PBA-6 asphalt binder pavements: SR-5, contract 4036, Lewis County Line to SR-12. [Olympia, Wash.]: Washington State Dept. of Transportation, 1994.

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19

Specified gas emitters regulation: Quantification protocol for the substitution of bitumen binder in hot mix asphalt production and usage. [Edmonton]: Alberta Environment, 2009.

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20

Schultz, Ronald L. Asphalt-rubber binder stress absorbing membrane interlayer: Wheeler I/C to Adams Co. line, I-90 : final report experimental project WA 77-02, FHWA contract DOT-FH-15-248. [Olympia, WA: Washington State Dept. of Transportation, 1987.

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21

Wardlaw, KR, and S. Shuler, eds. Polymer Modified Asphalt Binders. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 1992. http://dx.doi.org/10.1520/stp1108-eb.

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22

R, Wardlaw Kenneth, and Shuler Scott, eds. Polymer modified asphalt binders. Philadelphia, PA: ASTM, 1992.

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23

1933-, Hardin John C., and American Society for Testing and Materials. Committee D-4 on Road and Paving Materials., eds. Physical properties of asphalt cement binders. Philadelphia, PA, U.S.A: ASTM, 1995.

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24

Hardin, JC, ed. Physical Properties of Asphalt Cement Binders. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 1995. http://dx.doi.org/10.1520/stp1241-eb.

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25

Stuart, Kevin D. Asphalt mixtures containing chemically modified binders. McLean, Va: Federal Highway Administration, 1993.

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26

Bonaquist, Ramon F. (Ramon Francis), National Research Council (U.S.). Transportation Research Board, National Cooperative Highway Research Program, American Association of State Highway and Transportation Officials, and United States. Federal Highway Administration, eds. Investigation of short-term laboratory aging of neat and modified asphalt binders. Washington, D.C: Transportation Research Board, 2012.

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27

Watson, Donald E., Randy C. West, Pamela A. Turner, and John R. Casola. Mixing and Compaction Temperatures of Asphalt Binders in Hot-Mix Asphalt. Washington, D.C.: National Academies Press, 2010. http://dx.doi.org/10.17226/14367.

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28

National Research Council (U.S.). Transportation Research Board, National Cooperative Highway Research Program, American Association of State Highway and Transportation Officials, and United States. Federal Highway Administration, eds. Mixing and compaction temperatures of asphalt binders in hot-mix asphalt. Washington, D.C: Transportation Research Board, 2010.

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29

U, Bahia Hussain, National Research Council (U.S.). Transportation Research Board., and National Cooperative Highway Research Program., eds. Characterization of modified asphalt binders in Superpave mix design. Washington, D.C: National Academy Press, 2001.

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30

Maupin, G. W. Final report: Quantitative determination of asphalt antistripping additive. Charlottesville, Va: Virginia Transportation Research Council, 2004.

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31

Christensen, Donald W., and Nam Tran. Relationships Between the Fatigue Properties of Asphalt Binders and the Fatigue Performance of Asphalt Mixtures. Washington, D.C.: Transportation Research Board, 2021. http://dx.doi.org/10.17226/26302.

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32

Maupin, G. W. Evaluation of asphalt rubber stress-absorbing membrane. Charlottesville: Virginia Transportation Research Council, 1997.

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33

Carswell, J. The effect of EVA-modified bitumens on rolled asphalts containing different fine aggregates. Crowthorne, Berks: Transport and Road Research Laboratory, Highways Group, Pavement Materials and Construction Division, 1987.

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34

Carswell, J. The effect of EVA-modified bitumens on rolled asphalts containing different fine aggregates. Crowthorne, Berkshire: Transport and Road Research Laboratory, 1987.

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35

Carswell, J. The effect of EVA-modified bitumens on rolled asphalts containing different fine aggregates. Crowthorne, Berkshire: Transport and Road Research Laboratory, 1987.

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36

Maupin, G. W. Evaluation of using higher percentages of recycled asphalt pavement in asphalt mixes in Virginia. Charlottesville, Va: Virginia Transportation Research Council, 2008.

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37

Loh, Ssu-Wei. Characterization of simple and complex crumb rubber modified binders. Madison, WI: Wisconsin Dept. of Transportation, Division of Transportation Infrastructure Development, Bureau of Highway Construction, Technology Advancement Unit, 2000.

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38

Mohseni, Alaeddin. LTPP seasonal asphalt concrete (AC) pavement temperature models. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1998.

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39

Mohseni, Alaeddin. LTPP seasonal asphalt concrete (AC) pavement temperature models. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1998.

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40

Bonaquist, Ramon, and David A. Anderson. Investigation of Short-Term Laboratory Aging of Neat and Modified Asphalt Binders. Washington, D.C.: National Academies Press, 2011. http://dx.doi.org/10.17226/14613.

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41

Kim, Y. Richard, Javon Adams, Cassie Castorena, Mohammad Ilias, Jeong Hyuk Im, Hussain Bahia, Preeda Chaturabong, Andrew Hanz, and Petrina T. Johannes. Performance-Related Specifications for Emulsified Asphaltic Binders Used in Preservation Surface Treatments. Washington, D.C.: Transportation Research Board, 2017. http://dx.doi.org/10.17226/24694.

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42

Institute, Asphalt. Asphalt Binder Testing: Technician's Manual for Specification Testing of Asphalt Binders (Manual). Asphalt Institute, 2007.

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43

Development in Asphalt Binder Specifications. Washington, D.C.: Transportation Research Board, 2010. http://dx.doi.org/10.17226/22903.

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44

Duvall, J. J., James C. Petersen, J. F. Branthaver, Robert E. Robertson, and S. Kim. Binder Characterization & Evaluation: Chemistry. Strategic Highway Research Program (Shrp), 1993.

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45

Strategic Highway Research Program (U.S.). Binder characterization and evaluation. Washington, D.C, 1993.

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46

MS-26 The Asphalt Binder Handbook. Asphalt Institute, 2011.

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47

Robertson, Petersen, and Kim. Binder Characterization and Evaluation Vol. 4: Test Methods. Strategic Highway Research Program (Shrp), 1994.

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48

Abdulla-Al-Joaid, Todd V. Scholz, and Todd V. Svholz. Water Sensitivity: Binder Validation. Strategic Highway Research Program (Shrp), 1994.

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49

al, Reeser et. Superpave : Performance Graded Asphalt Binder Specification and Testing/SP-1. Asphalt Institute, 1994.

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50

Rathore, Mukul. High reclaimed asphalt content mixtures: Design parameters and Performance evaluation. RTU Press, 2022. http://dx.doi.org/10.7250/9789934228070.

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Abstract:
The Doctoral Thesis focusses on developing new procedures for the design and evaluation of high content reclaimed asphalt mixtures containing rejuvenators and on investigating their long-term mechanical performance and environmental impact. A systematic research was conducted to develop a new procedure for preparation of high reclaimed asphalt content mixtures in laboratory. A stage extraction method was developed as part of this work to extract multiple layers of binder from reclaimed asphalt mixtures. Further, the aspects of pavement design have been integrated into life cycle assessment technique to compute the environmental impacts for high rate of asphalt recycling.
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