Resin Modified Pavement Demonstration Project.pdf

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Table F7 – RMP Open Graded Mix Mat Temperatures @ Cass Street (Inside Lane)April 16, 2001 Open Graded Mix US 72E @ Cass Street Inside Lane70 Degrees F with 10-15 mph windStation Paver Time Mat Temp (F)1+00 5:20 PM 2511+25 5:22 PM 2521+50 5:24 PM 2501+75 5:25 PM 2482+00 5:26 PM 2452+25 5:27 PM 2392+50 5:28 PM 2422+75 5:29 PM 2453+00 5:30 PM 2493+25 5:31 PM 2463+50 5:33 PM 2273+75 5:35 PM 2324+00 5:36 PM 2384+25 5:37 PM 2414+50 5:38 PM 2414+65 5:39 PM 243Table F8 – RMP Open Graded Mix Mat Temperatures @ Hinton Street (Inside Lane)April 16, 2001 Open Graded Mix US 72E @ Hinton Street Inside Lane70 Degrees F with 10-15 mph windStation Paver Time Mat Temp (F)0+00 6:08 PM 2240+25 6:10 PM 2280+50 6:11 PM 2240+75 6:11 PM 2231+00 6:12 PM 2131+25 6:14 PM 1911+50 6:15 PM 2211+75 6:15 PM 2232+00 6:16 PM 2212+25 6:18 PM 2122+50 6:19 PM 2132+75 6:19 PM 2163+00 6:20 PM 2233+25 6:21 PM 2233+50 6:22 PM 2233+75 6:31 PM 2154+00 6:32 PM 2094+25 6:33 PM 2344+35 6:34 PM 230F -5
Table F9 – RMP Open Graded Mix Mat Temperatures @ Cass Street (Outside Lane)April 24, 2001 Open Graded Mix US 72E @ Cass Street Outside Lane65 Degrees F with light windStation Paver Time Mat Temp (F)1+75 1:41 PM 2262+00 1:44 PM 2242+25 1:45 PM 2202+50 1:46 PM 2202+75 1:47 PM 2183+00 1:48 PM 2093+25 1:51 PM 2023+50 1:52 PM 2143+75 1:53 PM 2174+00 1:55 PM 2164+25 1:56 PM 2204+50 1:57 PM 2194+65 1:59 PM 212Table F10 – RMP Open Graded Mix Mat Temperatures @ Hinton Street (OutsideLane)April 24, 2001 Open Graded Mix US 72E @ Hinton Street Outside Lane65 Degrees F with light windStation Paver Time Mat Temp (F)1+25 12:34 PM 2211+50 12:35 PM 2321+75 12:36 PM 2212+00 12:37 PM 2132+25 12:39 PM 2142+50 12:42 PM 2052+75 12:43 PM 2103+00 12:44 PM 2073+25 12:45 PM 2153+50 12:47 PM 2173+75 12:48 PM 2124+00 12:49 PM 2044+25 12:51 PM 2034+35 12:52 PM 212F -6
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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
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 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 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
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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
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