Resin Modified Pavement Demonstration Project.pdf

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ReferencesAhlrich, R. C., and Anderton, G. L. (1991a). AEvaluation of resin modifiedpaving process,@ Transportation Research Board, Transportation ResearchRecord No. 1317, Washington, DC.. (1991b). AConstruction and evaluation of resin modified pavement,@Technical Report GL-91-13, U.S. Army Engineer Waterways ExperimentStation, Vicksburg, MS.. (1993). AResin modified pavement in airfield applications.@ Proceedingsof American Society of Civil Engineers Specialty Conference onAirport Pavement Innovations - Theory to Practice. New York, NY.Al-Qadi, I. L., Gouru, H., and Weyers, R. E. (1994). AAsphalt portland cementconcrete composite: laboratory evaluation,@ American Society of CivilEngineers Journal of Transportation Engineering 120 (1).American Society for Testing and Materials. (1995a). AViscosity-graded asphaltcement for use in pavement construction,@ Designation: ASTM D 3381,1995 Annual Book of ASTM Standards, Vol 04.03, Philadelphia, PA.. (1995b). AFly ash and raw or calcined natural pozzolan for use as amineral admixture in portland cement concrete,@ Designation: ASTM C 618,1995 Annual Book of ASTM Standards, Vol 04.02, Philadelphia, PA.Anderton, G. L., and Ahlrich, R. C. (1994). ADesign, construction, and performanceof resin modified pavement at Fort Campbell Army Airfield, Kentucky,@Technical Report GL-94-5, U.S. Army Engineer Waterway ExperimentStation, Vicksburg, MS.Headquarters, Department of the Army. (1982). ADepartment of the ArmyProductivity Improvement Program,@ Army Regulation AR 5-4, Washington,DC.Headquarters, Department of the Army. (1987). ABituminous paving for road,street, and open storage areas (Central-Plant hot mix),@ Corps of EngineersGuide Specification CEGS-02551, Washington, DC.G - 38
Headquarters, Department of the Army. (1991). AAspaltic bituminous heavy-duty pavement(Central-Plant hot mix),@ Corps of Engineers Guide Specification CEGS-02556, Washington,DC.. (1993). AResin modified pavement surfacing material,@ Corps of Engineers GuideSpecification CEGS-02548, Washington, DC.Headquarters, Departments of the Army and Air Force. (1989). AFlexible pavement design forairfields,@ Army TM 5-825-2/Air Force AFM 88-6, Washington, DC.. (1992). APavement design for roads, streets, walks, and open storage areas,@ Army TM5-822-5/Air Force AFM 88-7, Washington, DC.Jean Lefebvre Enterprise. (1990). Salviacim - principal productions, french and foreign. Paris,France.Roffe, J. C. (1989a). Salviacim - introducing the pavement. Jean Lefebvre Enterprise, Paris,France.. (1989b). Salviacim (annex 1) - the paving process. Jean Lefebvre Enterprise, Paris,France.Rone, C. L. (1976). AEvaluation of salviacim,@ Miscellaneous Paper S-76-20, U.S. Army EngineerWaterways Experiment Station, Vicksburg, MS.G - 39
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Construction, Testing and Performan
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ACKNOWLEDGMENTSThe study reported h
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LIST OF FIGURES AND TABLESFigurePag
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LIST OF FIGURES AND TABLES (Continu
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Figure 3 - Plan view intersection o
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Figure 5 - Intersection of US 72 an
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Chapter 2 - Construction of Ultra-T
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After the white pigmented concrete
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Figure 12 - Whitetopping is given a
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Chapter 3 - Construction of Resin M
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Using 2” grout cube molds, six gr
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cubic yards remaining in the last t
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Figure 16 - APAC Corinth “drum”
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Figure 20 - B & B Concrete Corinth
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Figure 24 - 2” mortar cubes are m
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Figure 28 - “Working the grout”
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Figure 32 - Entire mat did not get
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Attached in Appendix H is a complet
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Figure 37 - Finish rolling30
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were also utilized in the 75’ fai
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of 72 or lower should be considered
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Chapter 7 - ConclusionsUsing constr
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APPENDIX ATRAFFIC DATA
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Figure A2 - Yearly Itemized Project
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Figure A4 - Year 2020 Projected 24
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Figure A6 - Year 2020 Projected 24
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Table B1 - Preconstruction Rut Data
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Table B3 - Preconstruction Friction
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Figure C1 - Ultra-Thin Whitetopping
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Truck No 24 hour break 48 hour brea
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Table C7 - UTW Smoothness Data coll
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Table C10- Long Term Data for Ultra
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APPENDIX DMDOT UTW STANDARD SPECIFI
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design. Documentation presented mus
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Payment will be made under:907-501-
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Figure E1 - UTW 24 hour test report
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Figure E5 - UTW 48 hour test report
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Figure E9 - UTW 7 day test report (
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Figure E12 - UTW 28 day test report
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Figure E17 - UTW 24 hour test repor
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Figure E21 - UTW 48 hour test repor
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Table F1 - Gradations, AC Contents
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Figure F4 - Aggregate Gradation Cha
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Table F7 - RMP Open Graded Mix Mat
Page 98 and 99: Table F11 - Air Voids in Mat @ Cass
Page 100 and 101: Table F15 - Thickness of Resin Modi
Page 102 and 103: Table F17 - Thickness of Resin Modi
Page 104 and 105: Table F19 - RMP grout design chartF
Page 106 and 107: Table F22 - RMP Grout Construction
Page 108 and 109: Table F28 - RMP Friction Data Colle
Page 110 and 111: APPENDIX GUSER’S GUIDE: RESIN MOD
Page 112 and 113: G - 2
Page 114 and 115: Technology Components and Sources..
Page 116 and 117: 1 Executive SummaryDescriptionResin
Page 118 and 119: stances, the RMP also provides cost
Page 120 and 121: 2 PreacquisitionDescription of Resi
Page 122 and 123: In 1987, the U.S. Army Corps of Eng
Page 124 and 125: Table 1RMP Project Locations in the
Page 126 and 127: Table 2Open-Graded Mixture Aggregat
Page 128 and 129: The slurry grout mix design is cond
Page 130 and 131: Resin modified groutThe resin modif
Page 132 and 133: Table 4Slurry Grout Viscosity Requi
Page 134 and 135: G - 24
Page 136 and 137: G - 26
Page 138 and 139: CostsThe initial construction costs
Page 140 and 141: A quick comparison of the construct
Page 142 and 143: equired to support logistical opera
Page 144 and 145: Procurement SchedulingNormal constr
Page 146 and 147: PersonnelThe personnel normally req
Page 150 and 151: APPENDIX HPG 82-22 HMA DATA
Page 152 and 153: Table H2 - PG 82-22 Designs with di
Page 154 and 155: Table H4 - PG 82-22 Gradation Chart
Page 156 and 157: Table H6 - PG 82-22 Inspectors Dail
Page 158 and 159: Figure H8 - PG 82-22 Quality Contro
Page 160 and 161: Figure H10 - PG 82-22 Truck Tickets
Page 162 and 163: Table H13 PG 82-22 Rut Measurements
Page 164 and 165: Table H15 - PG 82-22 Smoothness Dat
Page 166 and 167: APPENDIX ICOST DATA
Page 168 and 169: Table I2 - Resin Modified Pavement
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