Resin Modified Pavement Demonstration Project.pdf

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Table F28 – RMP Friction Data Collected @ Cass Street in the Outside LaneDate Collected Skid No Avg Speed (mph) Temp (F) Time (CST)May 1, 2001 24.5 44.6 64 3:18 AMMay 1, 2001 23.4 39.4 66 3:24 AMMay 1, 2001 25.4 39.2 64 3:44 AM24.4July 6, 2001 28.4 39.2 73 4:00 AMJuly 6, 2001 30.3 39.8 73 4:05 AMJuly 6, 2001 30.7 39.6 73 4:10 AM29.8August 22, 2001 35.3 39.8 87 11:03 PMAugust 22, 2001 36.9 38.6 84 11:07 PMAugust 22, 2001 39.0 38.4 86 11:12 PM37.1December 4, 2001 40.3 39.5 60 12:06 AMDecember 4, 2001 36.6 39.1 59 12:11 AMDecember 4, 2001 39.2 39.2 59 12:16 AM38.7Table F29 – RMP Friction Data Collected @ Hinton Street in the Outside LaneDate Collected Skid No Avg Speed (mph) Temp (F) Time (CST)May 1, 2001 21.5 42.5 64 3:19 AMMay 1, 2001 23.7 41.4 64 3:25 AMMay 1, 2001 24.9 41.1 64 3:45 AM23.4July 6, 2001 30.3 40.8 73 4:01 AMJuly 6, 2001 33.2 40.2 73 4:06 AMJuly 6, 2001 31.9 39.9 73 4:11 AM31.8August 22, 2001 36.8 39.2 86 11:04 PMAugust 22, 2001 37.5 39.4 84 11:08 PMAugust 22, 2001 39.7 38.8 84 11:13 PM38.0December 4, 2001 39.8 40.3 59 12:07 PMDecember 4, 2001 38.3 40.2 59 12:12 PMDecember 4, 2001 40.1 40.2 59 12:17 PM39.4F -17
Table F30- Long Term Data for Resin Modified Pavement (Cass Street)Cass Street Resin Modified PavementInside LaneOutside LaneYearIRI Avg.IRI Avg.SN Rut Avg. (in) (mm/m) PCR SN Rut Avg. (in) (mm/m) PCR2002 37.7 - - - 36 - - -2003 36.2 0 2.65 78.8 34.3 0 1.64 86.92004 - 0 2.68 57.6 - 0 1.79 772005 34.3 0 2.82 55 30.2 0 2.06 71.72006 - 0 2.87 52.6 - 0 2.01 67.4Table F31- Long Term Data for Resin Modified Pavement (Hinton Street)Hinton Street Resin Modified PavementInside LaneOutside LaneYearIRI Avg.IRI Avg.SN Rut Avg. (in) (mm/m) PCR SN Rut Avg. (in) (mm/m) PCR2002 32.9 - - - 34.6 - - -2003 37.4 0 1.95 84.4 36.7 0 1.95 84.42004 - 0 1.9 79.5 - 0 1.93 82.62005 30 0 1.94 77.1 30.1 0 1.98 78.42006 - 0 2.05 74.8 - 0 2.06 76.8F -18
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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
Page 58 and 59: Figure C1 - Ultra-Thin Whitetopping
Page 60 and 61: Truck No 24 hour break 48 hour brea
Page 62 and 63: Table C7 - UTW Smoothness Data coll
Page 64 and 65: Table C10- Long Term Data for Ultra
Page 66 and 67: APPENDIX DMDOT UTW STANDARD SPECIFI
Page 68 and 69: design. Documentation presented mus
Page 70 and 71: Payment will be made under:907-501-
Page 72 and 73: Figure E1 - UTW 24 hour test report
Page 74 and 75: Figure E5 - UTW 48 hour test report
Page 76 and 77: Figure E9 - UTW 7 day test report (
Page 78 and 79: Figure E12 - UTW 28 day test report
Page 82 and 83: Figure E17 - UTW 24 hour test repor
Page 84 and 85: Figure E21 - UTW 48 hour test repor
Page 92 and 93: Table F1 - Gradations, AC Contents
Page 94 and 95: Figure F4 - Aggregate Gradation Cha
Page 96 and 97: 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 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 148 and 149: ReferencesAhlrich, R. C., and Ander
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
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Figure H8 - PG 82-22 Quality Contro
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Figure H10 - PG 82-22 Truck Tickets
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Table H13 PG 82-22 Rut Measurements
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Table H15 - PG 82-22 Smoothness Dat
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APPENDIX ICOST DATA
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Table I2 - Resin Modified Pavement
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