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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
- 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-
- Page 72 and 73: Figure E1 - UTW 24 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 80 and 81: Figure E14 - 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 86 and 87: Figure E25 - UTW 7 day test report
- Page 88 and 89: Figure E28 - UTW 28 day test report
- Page 90 and 91: Figure E30 - UTW 28 day test report
- 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
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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
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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
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PersonnelThe personnel normally req
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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
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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