Resin Modified Pavement Demonstration Project.pdf

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Table C7 – UTW Smoothness Data collected in the Outside LaneDate Collected IRI (mm/m) PI (0.2" Blanking Band) (in/mi) PI (Zero Blanking Band) (in/mi)April 18, 2001 5.42* 100.03 148.28July 6, 2001 4.75** n/a n/aAugust 22, 2001 4.54** n/a n/aNote: PI data was collected in the right wheelpath using a “California Type”Profilograph with a 2’ low pass Butterworth filter.* - April 18 IRI was collected in the right wheelpath using MDOT’s ARRB TranportResearch Walking Profiler.** - July 6 & August 22 IRI is the average IRI of both wheelpaths collected usingMDOT’s High Speed “South Dakota Type” Profiler.Table C8 – UTW Friction Data collected in the Outside LaneDate Collected Skid No Avg Speed (mph) Temp (F) Time (CST)April 19, 2001 38.2 37.5 41 4:02 AMApril 19, 2001 36.8 39.2 44 4:05 AMApril 19, 2001 36.7 40.2 44 4:08 AMApril 19, 2001 35.6 40.3 44 4:10 AM36.8May 1, 2001 31.8 39.3 66 3:19 AMMay 1, 2001 33.0 39.3 66 3:25 AMMay 1, 2001 34.7 39.3 66 3:45 AM33.2July 6, 2001 32.6 38.1 n/a 3:57 AMJuly 6, 2001 33.2 38.3 73 4:02 AMJuly 6, 2001 34.0 38.3 73 4:07 AM33.3August 22, 2001 40.8 39.7 n/a 11:00 PMAugust 22, 2001 35.3 40.7 86 11:05 PMAugust 22, 2001 37.3 40.3 84 11:09 PM37.8December 4, 2001 44.2 39.2 59 12:08 AMDecember 4, 2001 43.5 40.5 60 12:13 AMDecember 4, 2001 44.8 39.1 60 12:19 AM44.2C -5
Table C9 – UTW Crack Mapping in the Outside Lane performed December 19, 2001(approximately eight months after construction)C -6
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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 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 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 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
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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
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
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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
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
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
Page 168 and 169:
Table I2 - Resin Modified Pavement
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