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1

Baillairgé, Charles P. Florent. Asphalt block pavement. [S.l: s.n., 1985.

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2

Tunnicliff, David G. Use of antistripping additives in asphaltic concrete mixtures: Field evaluation. Washington, D.C: National Academy Press, 1995.

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3

Malsch, David A. Evaluating the effectiveness of liquid anti-strip additives in asphalt cement. Olympia, WA: Washington State Dept. of Transportation, Planning, Research and Public Transportation Division in cooperation with U.S. Dept. of Transportation, Federal Highway Administration, 1985.

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4

National Research Council (U.S.). Transportation Research Board. Meeting. Asphalt mixture design. Washington, D.C: National Academy Press, 1992.

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5

Bramer, Thomas F. Van. Performance of two rubber-modified asphalt-concrete overlays: A three-year progress report. Albany, NY: Engineering Research and Development Bureau, New York State Dept. of Transportation, 1992.

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6

Button, Joe W. Hot in-place recycling of asphalt concrete. Washington, D.C: National Academy Press, 1994.

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7

Zhou, Haiping. Field test of polymer modified asphalt concrete: Murphy Road to Lava Butte section : The Dalles - California Highway, Deschutes County, Oregon : final report. Salem, Or: Oregon Dept. of Transportation, Research Unit, 1993.

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8

Gupta, Prasanta K. Implications of adopting a "range method" for New York's Marshall mix design. Albany, N.Y: Engineering Research and Development Bureau, New York State Dept. of Transportation, 1989.

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9

Hicks, Russell G. Moisture damage in asphalt concrete. Washington, D.C: Transportation Research Board, National Research Council, 1991.

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10

D, Allen Dale, and National Research Council (U.S.). Transportation Research Board., eds. Cold-recycled bituminous concrete using bituminous materials. Washington, D.C: Transportation Research Board, National Research Council, 1990.

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11

Adams, Cindy. Asphalt properties and pavement performance. College Station, Tex: Texas Transportation Institute, the Texas A&M University System, 1986.

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12

WIlloughby, Kim A. An assessment of WSDOT's hot-mix asphalt quality control and assurance requirements. [Olympia, Wash.]: Washington State Dept. of Transportation, 2007.

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13

K, Cable James. Impact of pavement type on county road systems. Skokie, IL: Portland Cement Association, 1996.

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14

Edgar, Rob. Ten year performance of asphalt additive test sections, Lava Butte - Fremont Highway Junction section, The Dalles - California Highway (US#97), Deschutes County, Oregon. Salem, Or: Oregon Dept. of Transportation, Research Unit, 1998.

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15

Kallas, Bernard F. Flexible pavement mixture design using reclaimed asphalt concrete. [Washington, D.C.]: U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, 1985.

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16

Hunt, Liz. Crumb rubber modified asphalt concrete in Oregon. Salem, OR: Oregon Dept. of Transportation, Research Group, 2002.

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17

Benson, Fred C. Hot-mix pavement stability performance versus laboratory test results. College Station, Tex: Texas Transportation Institute, the Texas A&M University System, 1985.

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18

Markey, Stephen J. An initial evaluation of the WSDOT quality assurance specification for asphalt concrete. [Olympia, Wash.]: Washington State Dept. of Transportation, 1994.

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19

Armijo, Joseph D. Field experimental project utilizing asphalt modifiers: Construction and post construction report. [Bozeman, Mont.?]: [Montana State University?], 1991.

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20

Grabowski, Wojciech. Zagadnienia trwałości betonu asfaltowego w nawierzchni drogowej. Poznań: Wydawn. Politechniki Poznańskiej, 1985.

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21

Grabowski, Wojciech. Struktura betonu asfaltowego i jej zmiany w nawierzchni drogowej. Poznań: Wydawn. Politechniki Poznańskiej, 1987.

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22

Gary, Thompson. Determining asphalt content for recycled asphalt pavement (RAP) materials. Salem, OR: Oregon Dept. of Transportation, Research Group, 2003.

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23

Bush, Amanda Joy. Geosynthetic materials in reflective crack prevention: Final report. Salem, OR: Oregon Dept. of Transportation, Research Unit, 2007.

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24

Sposito, Brett. Geosynthetics for reflective crack control: Construction report. Salem, OR: Oregon Dept. of Transportation, Research Unit, 1999.

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25

Kandhal, Prithvi S. Aggregate tests related to asphalt concrete performance in pavements. Washington, D.C: National Academy Press, 1998.

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26

Dawley, Cece. TAC user guide to CAN/CGSB-16-3-M90 "asphalt cements for road purposes". Ottawa: Transportation Association of Canada = Association des transports du Canada, 1996.

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27

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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28

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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29

Zimmerman, Kathryn A. Effects of maintenance treatments on asphalt concrete pavement management. Pierre, S.D: S.D. Dept. of Transportation, Office of Research, 2002.

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30

Lynde, McGregor. Evaluation of latex polymers to resist stripping in asphalt pavements in Oregon: Final report. Salem, OR: Oregon Dept. of Transportation, Research Unit, 2005.

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31

A, Anderson D. Framework for development of performance-related specifications for hot-mix asphaltic concrete. Washington, D.C: Transportation Research Board, National Research Council, 1990.

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32

World Road Congress (20th 1995 Montreal, Canada). Chaussées aéroportuaires: Actes d'un seminaire organisé à Montréal en septembre 1995 = Airfield pavements : proceedings of a workshop organized in Montreal in September 1995. Paris, France: PIARC-World Road Association, 1996.

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33

Pierce, Linda M. Hot in-place recycling: SR-97, West Wapato Road to Lateral A Road (SB). [Olympia]: Washington State Dept. of Transportation, 1996.

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34

Jung, F. W. Direct calculation of maximum curvature and strain in AC layers of pavements from load deflection basin measurements. Downsview, Ont: Research and Development Branch, Ontario Ministry of Transportation, 1989.

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35

Cackler, E. Thomas. Evaluation of U.S. and European concrete pavement noise reduction materials. Ames, Iowa: National Concrete Pavement Technology Center, Iowa State University, 2006.

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36

Tayebali, Akhtarhusein. Stiffness of asphaly-aggregate mixes ? Washington, D. C: Strategic Hignway Research Program, 1994.

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37

Thompson, Gary. Field verification process for open-graded HMAC mixes. Salem, OR: Oregon Dept. of Transportation, Research Group, 2002.

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38

Mohammad, Louay N. Evaluation of the fundamental engineering properties of bituminous mixtures containing hydrated lime. [Baton Rouge, La: Louisiana Transportation Research Center, 2002.

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39

Li qing lu mian xi guan jie gou te xing yu shuai bian xing wei. Beijing: Ke xue chu ban she, 2010.

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40

National Cooperative Highway Research Program, American Association of State Highway and Transportation Officials, United States. Federal Highway Administration, and Advanced Asphalt Technologies LLC, eds. Special mixture design considerations and methods for warm mix asphalt: A supplement to NCHRP report 673, A manual for design of hot mix asphalt with commentary. Washington, D.C: Transportation Research Board, 2012.

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41

Solaimanian, Mansour. Effectiveness comparison of TxDOT quality control/quality assurance and method specifications. Austin, Tex: Center for Transportation Research, Bureau of Engineering Research, the University of Texas at Austin, 1998.

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42

Leutner, Rolf. Wirksamkeit der Zugabe von Asphaltgranulat auf die mechanischen Eigenschaften von Asphaltdeckschichten. Bonn: Bundesminister für Verkehr, Bau- und Wohnungswesen, Abt. Strassenbau, Strassenverkehr, 2005.

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43

Hunt, Liz. Asphalt-rubber concrete (ARC) evaluation: Eastside Bypass, Klamath Falls section : interim report. [Salem, Or.]: Research Group, Oregon Dept. of Transportation, 1999.

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44

Hunt, Liz. Asphalt-rubber concrete (ARC) evaluation: Eastside Bypass, Klamath Falls section : interim report. [Salem, Or.]: Research Group, Oregon Dept. of Transportation, 1999.

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45

D, White Thomas, and American Society of Civil Engineers. Materials Engineering Division., eds. Materials: Performance and prevention of deficiencies and failures : proceedings of the Materials Engineering Congress. New York, N.Y: American Society of Civil Engineers, 1992.

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46

Toney, Carl A. Fiber reinforced asphalt concrete pavements, City of Tacoma: Final report. [Olympia, Wash: Washington State Dept. of Transportation, 1987.

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47

Hall, Kathleen T. Effects of subsurface drainage on pavement performance: Analysis of the SPS-1 and SPS-2 field sections. Washington, D.C: Transportation Research Board, 2007.

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48

Allison, R. E. Fabric reinforcement to prevent reflection cracking: SR-5, contract 0414, Cowlitz River to SR-506 I/C. [Olympia, Wash.]: 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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49

Lynch, Larry N. Asphalt crack repair: Field manual. Tyndall Air Force base, Fla: Air Force Engineering and Services Center, 1991.

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50

Chung, T. Pavement thickness determination and detection of pavement cavities using radar. Downsview, Ont: Research and Development Branch, Ontario Ministry of Transportation, 1991.

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