Resin Modified Pavement Demonstration Project.pdf

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Figure E9 – UTW 7 day test report (Inside Lane/Truck 6)Figure E10 – UTW 7 day test report (Inside Lane/Truck 6)E-5
Figure E11 –UTW 28 day test report (Inside Lane/Truck 1)E-6
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Construction, Testing and Performan
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ACKNOWLEDGMENTSThe study reported h
Page 6 and 7:
LIST OF FIGURES AND TABLESFigurePag
Page 8 and 9:
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
Page 14 and 15:
Chapter 2 - Construction of Ultra-T
Page 16 and 17:
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
Page 26 and 27: Figure 16 - APAC Corinth “drum”
Page 28 and 29: Figure 20 - B & B Concrete Corinth
Page 30 and 31: Figure 24 - 2” mortar cubes are m
Page 32 and 33: Figure 28 - “Working the grout”
Page 34 and 35: Figure 32 - Entire mat did not get
Page 36 and 37: Attached in Appendix H is a complet
Page 38 and 39: Figure 37 - Finish rolling30
Page 40 and 41: were also utilized in the 75’ fai
Page 42 and 43: of 72 or lower should be considered
Page 44 and 45: Chapter 7 - ConclusionsUsing constr
Page 46 and 47: APPENDIX ATRAFFIC DATA
Page 48 and 49: Figure A2 - Yearly Itemized Project
Page 50 and 51: 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 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 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
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equired to support logistical opera
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Procurement SchedulingNormal constr
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PersonnelThe personnel normally req
Page 148 and 149:
ReferencesAhlrich, R. C., and Ander
Page 150 and 151:
APPENDIX HPG 82-22 HMA DATA
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Table H2 - PG 82-22 Designs with di
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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
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Figure H10 - PG 82-22 Truck Tickets
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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
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Table I2 - Resin Modified Pavement
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