Resin Modified Pavement Demonstration Project.pdf

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Table B1 – Preconstruction Rut Data for US 72 EastboundUS72 Eastbound @ Cass St. US72 Eastbound @ Hinton St.(Future Resin Modified Location)(Future Resin Modified Location)Ruts (1/16 th inch) Ruts (1/16 th inch)Station LWP RWP Station LWP RWP0+00 4 3 0+00 12 120+25 6 5 0+20 10 130+50 8 6 0+45 15 150+75 7 6 0+70 17 181+00 7 7 0+95 23 161+25 11 10 1+20 21 181+50 16 18 1+45 21 201+75 11 12 1+70 23 262+00 15 18 1+95 21 262+25 18 18 2+20 19 292+50 20 24 2+45 18 162+75 18 24 2+70 22 243+00 16 23 2+75 20 233+25 17 24 2+80 17 183+50 17 25 2+85 22 253+75 17 24 2+90 22 253+80 20 24 2+95 18 133+85 18 26 3+00 19 163+90 17 26 3+05 21 163+95 18 24 3+10 15 134+00 17 16 3+15 15 124+05 19 19 3+20 13 104+10 18 14 3+25 16 134+15 18 19 3+30 15 154+20 16 19 3+35 17 124+25 17 18 4+35 10 84+30 16 184+35 15 174+65 14 17B-1
Table B2 – Preconstruction Rut Data for US 72 WestboundUS72 Westbound @ Cass St. US72 Westbound @ Hinton St.(Future PG 82-22 HMA Location)(Future Ultra-Thin WhitetoppingLocation)Ruts (1/16 th inch)Ruts (1/16 th inch)Station LWP RWP Station LWP RWP0+00 12 10 0+00 15 260+25 14 12 0+15 21 250+50 15 13 0+40 20 340+75 16 15 0+65 18 301+00 13 12 0+90 18 181+25 17 11 1+15 22 321+50 21 15 1+40 22 281+75 26 20 1+65 28 402+00 19 14 1+90 26 402+25 28 17 2+15 26 402+50 30 20 2+40 28 402+75 24 15 2+45 28 403+00 28 18 2+50 28 353+25 30 16 2+55 26 403+50 32 24 2+60 28 343+55 32 28 2+65 24 283+60 24 22 2+70 22 353+65 25 23 2+75 24 323+70 21 24 2+80 19 213+75 19 20 2+85 21 323+80 28 20 2+90 24 353+85 20 12 3+15 16 183+90 16 16 3+40 16 243+95 18 14 3+65 13 124+00 16 10 3+90 11 144+45 13 7 4+74 9 16B-2
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 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 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 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
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
Page 150 and 151:
APPENDIX HPG 82-22 HMA DATA
Page 152 and 153:
Table H2 - PG 82-22 Designs with di
Page 154 and 155:
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
Page 168 and 169:
Table I2 - Resin Modified Pavement
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