Resin Modified Pavement Demonstration Project.pdf

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Figure 12 – Whitetopping is given a transverse tined finish with a metal broomFigure 13 – White pigmented curing compound is applied to fresh concrete10
Figure 14 – 3’x3’ panels are sawcut into the “green” concreteFigure 15 – Plastic spacers are used at the cross cuts to achieve a clean cut11
Page 1: Construction, Testing and Performan
Page 4 and 5: ACKNOWLEDGMENTSThe study reported h
Page 6 and 7: LIST OF FIGURES AND TABLESFigurePag
Page 8 and 9: LIST OF FIGURES AND TABLES (Continu
Page 10 and 11: Figure 3 - Plan view intersection o
Page 12 and 13: 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
Page 20 and 21: Chapter 3 - Construction of Resin M
Page 22 and 23: Using 2” grout cube molds, six gr
Page 24 and 25: 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-
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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 (
Page 78 and 79:
Figure E12 - UTW 28 day test report
Page 80 and 81:
Page 82 and 83:
Figure E17 - UTW 24 hour test repor
Page 84 and 85:
Figure E21 - UTW 48 hour test repor
Page 86 and 87:
Page 88 and 89:
Page 90 and 91:
Page 92 and 93:
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
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Table F11 - Air Voids in Mat @ Cass
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Table F15 - Thickness of Resin Modi
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Table F17 - Thickness of Resin Modi
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Table F19 - RMP grout design chartF
Page 106 and 107:
Table F22 - RMP Grout Construction
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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
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stances, the RMP also provides cost
Page 120 and 121:
2 PreacquisitionDescription of Resi
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In 1987, the U.S. Army Corps of Eng
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Table 1RMP Project Locations in the
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Table 2Open-Graded Mixture Aggregat
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The slurry grout mix design is cond
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Resin modified groutThe resin modif
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Table 4Slurry Grout Viscosity Requi
Page 134 and 135:
G - 24
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G - 26
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CostsThe initial construction costs
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A quick comparison of the construct
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equired to support logistical opera
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Procurement SchedulingNormal constr
Page 146 and 147:
PersonnelThe personnel normally req
Page 148 and 149:
ReferencesAhlrich, R. C., and Ander
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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
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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
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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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