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Volumn 22, Issue 12, 2010, Pages 1260-1269

Sensitivity of untreated reclaimed asphalt pavement to moisture, density, and freeze thaw

Author keywords

Base layer; Freeze thaw; Moisture sensitivity; RAP; Resilient modulus

Indexed keywords

BASE LAYERS; FREEZE-THAW; MOISTURE SENSITIVITY; RAP; RESILIENT MODULUS;

EID: 78449248428     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)MT.1943-5533.0000135     Document Type: Article
Times cited : (30)

References (33)
  • 1
    • 78449241922 scopus 로고    scopus 로고
    • Structural properties of recycled asphalt pavement as a base layer
    • MS thesis, North Dakota State Univ., Fargo, N.D.
    • Alam T.B. Structural properties of recycled asphalt pavement as a base layer. 2008, MS thesis, North Dakota State Univ., Fargo, N.D.
    • (2008)
    • Alam, T.B.1
  • 2
    • 26444488123 scopus 로고    scopus 로고
    • Standard test method for freezing and thawing compacted soil-cement mixture
    • ASTM, D560-03, West Conshohocken, Pa.
    • Standard test method for freezing and thawing compacted soil-cement mixture. 2003, ASTM, D560-03, West Conshohocken, Pa.
    • (2003)
  • 3
    • 0345181448 scopus 로고    scopus 로고
    • Standard test method for resistance of concrete to rapid freezing and thawing
    • ASTM, C666-03, West Conshohocken, Pa.
    • Standard test method for resistance of concrete to rapid freezing and thawing. 2008, ASTM, C666-03, West Conshohocken, Pa.
    • (2008)
  • 4
    • 72449141910 scopus 로고    scopus 로고
    • Evaluation of recycled asphalt concrete materials as aggregate base
    • Technical Memorandum TM-UCB-PRC-2001-4, District 2 Materials Branch, prepared for California Dept. of Transportation, Pavement Research Center, University of California, Berkeley, Calif.
    • Bejarano M.O. Evaluation of recycled asphalt concrete materials as aggregate base. 2001, Technical Memorandum TM-UCB-PRC-2001-4, District 2 Materials Branch, prepared for California Dept. of Transportation, Pavement Research Center, University of California, Berkeley, Calif.
    • (2001)
    • Bejarano, M.O.1
  • 5
    • 72449178122 scopus 로고    scopus 로고
    • The development of a performance specification for granular base and subbase material
    • and Publication No. FHWA-NJ-05-003, Federal Highway Administration (FHWA), DOT, Washington, D.C.
    • Bennert T. Maher A. The development of a performance specification for granular base and subbase material. 2005, and Publication No. FHWA-NJ-05-003, Federal Highway Administration (FHWA), DOT, Washington, D.C.
    • (2005)
    • Bennert, T.1    Maher, A.2
  • 6
    • 84897639193 scopus 로고    scopus 로고
    • Strength and stiffness of recycled base materials blended with fly ash
    • CD-ROM, Paper No. 1971, Transportation Research Board, Washington, D.C.
    • Camargo F.F. Edil T.B. Benson C.H. Strength and stiffness of recycled base materials blended with fly ash. 88th Annual Meeting 2009, and CD-ROM, Paper No. 1971, Transportation Research Board, Washington, D.C.
    • (2009) 88th Annual Meeting
    • Camargo, F.F.1    Edil, T.B.2    Benson, C.H.3
  • 7
    • 38849179744 scopus 로고    scopus 로고
    • Small strain and resilient modulus testing of granular soils
    • and Rep. No.2004-39, Minnesota Dept. of Transportation, St. Paul, Minn.
    • Davich P. Labuz J. Guzina B. Drescher A. Small strain and resilient modulus testing of granular soils. 2004, and Rep. No.2004-39, Minnesota Dept. of Transportation, St. Paul, Minn.
    • (2004)
    • Davich, P.1    Labuz, J.2    Guzina, B.3    Drescher, A.4
  • 8
    • 78449249997 scopus 로고    scopus 로고
    • User guidelines, reclaimed asphalt pavement, granular base
    • FHWA, Turner-Fairbank Highway Research Center, Washington, D.C., 〈〉 (July 15, 2008).
    • User guidelines, reclaimed asphalt pavement, granular base. 2008, FHWA, Turner-Fairbank Highway Research Center, Washington, D.C., 〈〉 (July 15, 2008).
    • (2008)
  • 9
    • 0030287869 scopus 로고    scopus 로고
    • Lincoln Avenue reclaimed asphalt pavement base project
    • and Transportation Research Record1547, Transportation Research Board, National Research Council, Washington, D.C..
    • Garg N. Thompson M.R. Lincoln Avenue reclaimed asphalt pavement base project. 1996, 89-95. and Transportation Research Record1547, Transportation Research Board, National Research Council, Washington, D.C.
    • (1996) , pp. 89-95
    • Garg, N.1    Thompson, M.R.2
  • 10
    • 0004028394 scopus 로고    scopus 로고
    • Triaxial characterization of Minnesota road research project granular materials
    • and Transportation Research Record1577, Transportation Research Board, National Research Council, Washington, D.C..
    • Garg N. Thompson M.R. Triaxial characterization of Minnesota road research project granular materials. 1997, 27-36. and Transportation Research Record1577, Transportation Research Board, National Research Council, Washington, D.C.
    • (1997) , pp. 27-36
    • Garg, N.1    Thompson, M.R.2
  • 11
    • 33845672719 scopus 로고
    • Development of freeze thaw test for design of soil-cement
    • HIRRAX, 0073-2206
    • George K. Davidson D.T. Development of freeze thaw test for design of soil-cement. Highw. Res. Rec. 1963, 236:77-96. HIRRAX, 0073-2206, and.
    • (1963) Highw. Res. Rec. , vol.236 , pp. 77-96
    • George, K.1    Davidson, D.T.2
  • 12
    • 0015204139 scopus 로고
    • Factors influencing the resilient properties of granular materials
    • HIRRAX, 0073-2206
    • Hicks R.G. Monismith C.L. Factors influencing the resilient properties of granular materials. Highw. Res. Rec. 1971, 345:15-31. HIRRAX, 0073-2206, and.
    • (1971) Highw. Res. Rec. , vol.345 , pp. 15-31
    • Hicks, R.G.1    Monismith, C.L.2
  • 14
    • 76649094550 scopus 로고    scopus 로고
    • Laboratory testing and performance evaluation of recycled pulverized hot-mix asphalt material
    • and Transportation Research Record2014, Transportation Research Board, National Research Council, Washington, D.C..
    • Jeon E.-J. Steven B. Harvey J.T. Laboratory testing and performance evaluation of recycled pulverized hot-mix asphalt material. 2009, 42-52. and Transportation Research Record2014, Transportation Research Board, National Research Council, Washington, D.C.
    • (2009) , pp. 42-52
    • Jeon, E.-J.1    Steven, B.2    Harvey, J.T.3
  • 15
    • 78449256056 scopus 로고    scopus 로고
    • Pavement temperature effects
    • 〈〉 (Feb. 15, ).
    • Johnson G.D. Pavement temperature effects. 2008, 〈〉 (Feb. 15, ).
    • (2008)
    • Johnson, G.D.1
  • 16
    • 38849123911 scopus 로고    scopus 로고
    • Resilient modulus and strength of base course with recycled bituminous
    • and Report No.MN/RC-2007-05, Minnesota Dept. of Transportation, St. Paul, Minn.
    • Kim W. Labuz J.F. Resilient modulus and strength of base course with recycled bituminous. 2007, and Report No.MN/RC-2007-05, Minnesota Dept. of Transportation, St. Paul, Minn.
    • (2007)
    • Kim, W.1    Labuz, J.F.2
  • 17
    • 0033706051 scopus 로고    scopus 로고
    • State of the art. I: Resilient response of unbound aggregates
    • JTPEDI, 0733-947X, 10.1061/(ASCE)0733-947X(2000)126:1(66)
    • Lekarp F. Isacsson U. Dawson A. State of the art. I: Resilient response of unbound aggregates. J. Transp. Eng. 2000a, 126(1):66-75. JTPEDI, 0733-947X, 10.1061/(ASCE)0733-947X(2000)126:1(66), and.
    • (2000) J. Transp. Eng. , vol.126 , Issue.1 , pp. 66-75
    • Lekarp, F.1    Isacsson, U.2    Dawson, A.3
  • 18
    • 0033706050 scopus 로고    scopus 로고
    • State of the art. II: Permanent strain response of unbound aggregate
    • JTPEDI, 0733-947X, 10.1061/(ASCE)0733-947X(2000)126:1(76)
    • Lekarp F. Isacsson U. Dawson A. State of the art. II: Permanent strain response of unbound aggregate. J. Transp. Eng. 2000b, 126(1):76-83. JTPEDI, 0733-947X, 10.1061/(ASCE)0733-947X(2000)126:1(76), and.
    • (2000) J. Transp. Eng. , vol.126 , Issue.1 , pp. 76-83
    • Lekarp, F.1    Isacsson, U.2    Dawson, A.3
  • 19
    • 0033337585 scopus 로고    scopus 로고
    • Structural numbers for reclaimed asphalt pavement base and subbase course mixes
    • and Transportation Research Record1687, Transportation Research Board, National Research Council, Washington, D.C..
    • MacGregor J.A. C. Highter W.H. DeGroot D.J. Structural numbers for reclaimed asphalt pavement base and subbase course mixes. 1999, 22-28. and Transportation Research Record1687, Transportation Research Board, National Research Council, Washington, D.C.
    • (1999) , pp. 22-28
    • MacGregor, J.A.C.1    Highter, W.H.2    DeGroot, D.J.3
  • 20
    • 38849192770 scopus 로고    scopus 로고
    • Development of a rational and practical mix design system for full depth reclaimed (FDR) mixes
    • and Final Rep., Project (Subcontract No. 00-373), the Recycled Materials Resource Center (RMRC), the Univ. of New Hampshire, Durham, N.H.
    • Mallick R. Kandhal P. Brown E. Bradbury R. Kearney E. Development of a rational and practical mix design system for full depth reclaimed (FDR) mixes. 2002, and Final Rep., Project (Subcontract No. 00-373), the Recycled Materials Resource Center (RMRC), the Univ. of New Hampshire, Durham, N.H.
    • (2002)
    • Mallick, R.1    Kandhal, P.2    Brown, E.3    Bradbury, R.4    Kearney, E.5
  • 21
    • 78449251077 scopus 로고    scopus 로고
    • Black and green sustainable asphalt, now and tomorrow
    • National Asphalt Pavement Association, 〈〉 (Feb. 15, 2008).
    • Black and green sustainable asphalt, now and tomorrow. 2009, National Asphalt Pavement Association, 〈〉 (Feb. 15, 2008).
    • (2009)
  • 22
    • 0042150391 scopus 로고    scopus 로고
    • Behavior of construction and demolition debris in base and subbase applications
    • and Recycled Materials in Geotechnical Applications, Geotechnical Special Publication No. 79, ASCE, Reston, Va..
    • Papp W.J. Maher M.H. Bennert T.A. Gucunski N. Behavior of construction and demolition debris in base and subbase applications. 1998, 122-136. and Recycled Materials in Geotechnical Applications, Geotechnical Special Publication No. 79, ASCE, Reston, Va.
    • (1998) , pp. 122-136
    • Papp, W.J.1    Maher, M.H.2    Bennert, T.A.3    Gucunski, N.4
  • 23
    • 0040877861 scopus 로고
    • Comprehensive evaluation of laboratory resilient moduli results for granular material
    • and Transportation Research Record810, Transportation Research Record, National Research Council, Washington, D.C..
    • Rada G. Witczak M.W. Comprehensive evaluation of laboratory resilient moduli results for granular material. 1981, 23-33. and Transportation Research Record810, Transportation Research Record, National Research Council, Washington, D.C.
    • (1981) , pp. 23-33
    • Rada, G.1    Witczak, M.W.2
  • 24
    • 63849146353 scopus 로고    scopus 로고
    • Seasonal variations in the moduli of unbound pavement layers
    • Report No.FHWA-HRT-04-079, Federal Highway Administration (FHWA), DOT, Washington, D.C.
    • Richter C.A. Seasonal variations in the moduli of unbound pavement layers. 2006, Report No.FHWA-HRT-04-079, Federal Highway Administration (FHWA), DOT, Washington, D.C.
    • (2006)
    • Richter, C.A.1
  • 25
    • 33845341309 scopus 로고    scopus 로고
    • Performance-related tests of recycled aggregates for use in unbound pavement layers
    • NCHRP Report No.598, Transportation Research Board, National Research Council, Washington, D.C.
    • Saeed A. Performance-related tests of recycled aggregates for use in unbound pavement layers. 2008, NCHRP Report No.598, Transportation Research Board, National Research Council, Washington, D.C.
    • (2008)
    • Saeed, A.1
  • 26
    • 34249939305 scopus 로고    scopus 로고
    • Effect of asphalt film thickness on the moisture sensitivity characteristics of hot-mix asphalt
    • BUSCBC, 0360-1323, 10.1016/j.buildenv.2006.10.006
    • Sengoz B. Agar E. Effect of asphalt film thickness on the moisture sensitivity characteristics of hot-mix asphalt. Build. Environ. 2007, 42:3621-3628. BUSCBC, 0360-1323, 10.1016/j.buildenv.2006.10.006, and.
    • (2007) Build. Environ. , vol.42 , pp. 3621-3628
    • Sengoz, B.1    Agar, E.2
  • 27
    • 0003975668 scopus 로고
    • Moisture damage in asphalt mixtures, a state of art report
    • Publication No. FHWA-RD-90-019, Federal Highway Administration (FHWA), DOT, Washington, D.C.
    • Stuart K.D. Moisture damage in asphalt mixtures, a state of art report. 1990, Publication No. FHWA-RD-90-019, Federal Highway Administration (FHWA), DOT, Washington, D.C.
    • (1990)
    • Stuart, K.D.1
  • 28
    • 0023591151 scopus 로고
    • Effect of moisture on the structural performance of a crushed-limestone road base
    • and Transportation Research Record1121, Transportation Research Board, Washington, D.C..
    • Thom N.H. Brown S.F. Effect of moisture on the structural performance of a crushed-limestone road base. 1987, 50-56. and Transportation Research Record1121, Transportation Research Board, Washington, D.C.
    • (1987) , pp. 50-56
    • Thom, N.H.1    Brown, S.F.2
  • 29
    • 33847287764 scopus 로고    scopus 로고
    • Effect of cyclic freezing and thawing on mechanical properties of Qinghai-Tibet clay
    • CRSTDL, 0165-232X, 10.1016/j.coldregions.2006.09.008
    • Wang D.-Y. Ma W. Niu Y. Chang X. Wen Z. Effect of cyclic freezing and thawing on mechanical properties of Qinghai-Tibet clay. Cold Regions Sci. Technol. 2007, 48:34-43. CRSTDL, 0165-232X, 10.1016/j.coldregions.2006.09.008, and.
    • (2007) Cold Regions Sci. Technol. , vol.48 , pp. 34-43
    • Wang, D.-Y.1    Ma, W.2    Niu, Y.3    Chang, X.4    Wen, Z.5
  • 30
    • 77956102075 scopus 로고    scopus 로고
    • Laboratory comparison of crushed aggregate and recycled pavement material with and without high carbon fly ash
    • CD-ROM, Paper No. 08-3075, Transportation Research Board, Washington, D.C.
    • Wen H. Warner J. Edil T. Laboratory comparison of crushed aggregate and recycled pavement material with and without high carbon fly ash. 87th Annual Meeting 2008, and CD-ROM, Paper No. 08-3075, Transportation Research Board, Washington, D.C.
    • (2008) 87th Annual Meeting
    • Wen, H.1    Warner, J.2    Edil, T.3
  • 31
    • 78449232812 scopus 로고    scopus 로고
    • Harmonized test methods for laboratory determination of resilient modulus for flexible pavement design
    • Project No. NCHRP 1-28A, National Cooperative Highway Research Program, Transportation Research Board, National Research Council, Washington, D.C.
    • Witczak M.W. Harmonized test methods for laboratory determination of resilient modulus for flexible pavement design. 2003, Project No. NCHRP 1-28A, National Cooperative Highway Research Program, Transportation Research Board, National Research Council, Washington, D.C.
    • (2003)
    • Witczak, M.W.1
  • 32
    • 84855368130 scopus 로고    scopus 로고
    • Laboratory determination of resilient modulus for flexible pavement design
    • Research Results Digest No. 285, National Cooperative Highway Research Program, 〈〉 (Feb., 15, 2008).
    • Witczak M.W. Laboratory determination of resilient modulus for flexible pavement design. 2004, Research Results Digest No. 285, National Cooperative Highway Research Program, 〈〉 (Feb., 15, 2008).
    • (2004)
    • Witczak, M.W.1


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