Resin Modified Pavement Demonstration Project.pdf

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Table F17 – Thickness of Resin Modified Pavement in Inside Lane of US 72 @Hinton Street(Note: thicknesses shown at each offset are in feet)Left Offsets RightStation 0' 3' 6' 9' 12' Avg Thick0+00 N/A N/A N/A N/A N/A N/A0+25 N/A N/A N/A N/A N/A N/A0+50 N/A N/A N/A N/A N/A N/A0+75 N/A N/A N/A N/A N/A N/A1+00 N/A N/A N/A N/A N/A N/A1+25 0.21' 0.19' 0.19' 0.20' 0.22' 0.199'1+50 0.20' 0.20' 0.23' 0.23' 0.21' 0.216'1+75 0.17' 0.21' 0.18' 0.21' 0.17' 0.193'2+00 0.17' 0.19' 0.17' 0.18' 0.19' 0.180'2+25 0.16' 0.18' 0.21' 0.15' 0.20' 0.180'2+50 0.17' 0.16' 0.18' 0.15' 0.19' 0.191'2+75 0.17' 0.18' 0.18' 0.19' 0.19' 0.183'3+00 0.17' 0.19' 0.21' 0.20' 0.19' 0.195'3+25 0.18' 0.19' 0.18' 0.19' 0.20' 0.188'3+50 0.17' 0.18' 0.19' 0.19' 0.20' 0.186'3+75 0.19' 0.19' 0.18' 0.18' 0.21' 0.188'4+00 0.17' 0.20' 0.20' 0.20' 0.21' 0.198'4+25 0.18' 0.20' 0.21' 0.15' 0.17' 0.184'4+35 0.18' 0.21' 0.21' 0.15' 0.19' 0.189'F -11
Table F18 – Thickness of Resin Modified Pavement in Outside Lane of US 72 @Hinton Street(Note: thicknesses shown at each offset are in feet)Left Offsets RightStation 0' 3' 6' 9' 12' Avg Thick0+00 N/A N/A N/A N/A N/A N/A0+25 N/A N/A N/A N/A N/A N/A0+50 N/A N/A N/A N/A N/A N/A0+75 N/A N/A N/A N/A N/A N/A1+00 N/A N/A N/A N/A N/A N/A1+25 0.19' 0.19' 0.25' 0.18' 0.16' 0.199'1+50 0.17' 0.17' 0.21' 0.15' 0.18' 0.176'1+75 0.17' 0.20' 0.24' 0.16' 0.17' 0.193'2+00 0.18' 0.17' 0.23' 0.18' 0.16' 0.188'2+25 0.17' 0.18' 0.22' 0.20' 0.20' 0.196'2+50 0.16' 0.16' 0.18' 0.17' 0.16' 0.168'2+75 0.14' 0.14' 0.19' 0.16' 0.19' 0.164'3+00 0.14' 0.14' 0.17' 0.16' 0.14' 0.153'3+25 0.17' 0.17' 0.21' 0.20' 0.18' 0.189'3+50 0.16' 0.15' 0.17' 0.16' 0.15' 0.159'3+75 0.19' 0.17' 0.19' 0.17' 0.14' 0.174'4+00 0.17' 0.17' 0.19' 0.16' 0.16' 0.171'4+25 0.17' 0.16' 0.19' 0.15' 0.15' 0.165'4+35 0.18' 0.16' 0.16' 0.15' 0.17' 0.161'F -12
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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
Page 52 and 53: Figure A6 - Year 2020 Projected 24
Page 54 and 55: Table B1 - Preconstruction Rut Data
Page 56 and 57: 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 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 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
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Table H4 - PG 82-22 Gradation Chart
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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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