Resin Modified Pavement Demonstration Project.pdf

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LIST OF FIGURES AND TABLES (Continued)FigurePage36. “Breakdown” rolling (note scarring from traffic getting onthe fresh mat) 2937. Finish rolling 30TablePage1. Comparison of paving methods 36vi
Chapter 1 – <strong>Project</strong> IntroductionUS 72 in Corinth, Mississippi is a moderately trafficked route located in the extremenorth-east corner of Mississippi and utilized by traffic traveling between Memphis,Tennessee and Huntsville, Alabama. Within the limits of the research projectlocation, US 72 is a 5-lane facility, with 2- 12’ wide thru lanes in both the eastern andwestern directions and a 12’ wide turning lane between the thru lanes.Figure 1 – <strong>Project</strong> locationFigure 2 – Typical plan view of US 721
Page 1: Construction, Testing and Performan
Page 4 and 5: ACKNOWLEDGMENTSThe study reported h
Page 6 and 7: LIST OF FIGURES AND TABLESFigurePag
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 18 and 19: Figure 12 - Whitetopping is given a
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
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Table C10- Long Term Data for Ultra
Page 66 and 67:
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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Page 82 and 83:
Figure E17 - UTW 24 hour test repor
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Figure E21 - UTW 48 hour test repor
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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
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G - 2
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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
Page 122 and 123:
In 1987, the U.S. Army Corps of Eng
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Table 1RMP Project Locations in the
Page 126 and 127:
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
Page 132 and 133:
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
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
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
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
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Table I2 - Resin Modified Pavement
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