Resin Modified Pavement Demonstration Project.pdf

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Table F11 – Air Voids in Mat @ Cass Street (Inside Lane)April 17, 2001 Open Graded Mix US 72E @ Cass Street Inside LaneNuclear Density Gauge Readings @ 146.6 lbs/cubic ftStation Voids @ Left Wheelpath Voids @ Right Wheelpath1+35 30.3 28.71+50 28.7 31.21+85 n/a 27.12+00 30.5 n/a2+35 30.1 n/a2+45 n/a 29.22+80 n/a 30.53+00 n/a 28.63+25 33.2 n/a3+75 n/a 31.84+00 31.7 n/a4+50 n/a 31.6Table F12 – Air Voids in Mat @ Hinton Street (Inside Lane)April 17, 2001 Open Graded Mix US 72E @ Hinton Street Inside LaneNuclear Density Gauge Readings @ 146.6 lbs/cubic ftStation Voids @ Left Wheelpath Voids @ Right Wheelpath0+25 33.6 30.00+75 32.3 29.51+25 32.5 30.21+75 33.4 32.22+25 32.6 30.12+75 31.4 31.23+25 32.7 29.83+75 30.6 30.34+25 31.2 31.2Table F13 – Air Voids in Mat @ Cass Street (Outside Lane)April 25, 2001 Open Graded Mix US 72E @ Cass Street Outside LaneNuclear Density Gauge Readings @ 146.6 lbs/cubic ftStation Voids @ Left Wheelpath Voids @ Right Wheelpath2+00 30.9 30.32+50 29.6 28.53+00 30.3 26.83+50 31.2 29.14+00 31.1 28.44+50 30.9 25.8F -7
Table F14 – Air Voids in Mat @ Hinton Street (Outside Lane)April 25, 2001 Open Graded Mix US 72E @ Hinton Street Outside LaneNuclear Density Gauge Readings @ 146.6 lbs/cubic ftStation Voids @ Left Wheelpath Voids @ Right Wheelpath1+50 30.1 30.92+00 31.8 30.52+50 29.4 32.73+00 29.7 29.93+50 30.2 30.04+00 31.7 31.04+25 31.3 29.6F -8
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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
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 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 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
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
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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
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APPENDIX ICOST DATA
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Table I2 - Resin Modified Pavement
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