Resin Modified Pavement Demonstration Project.pdf

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CostsThe initial construction costs of RMP generally fall somewhere between thoseof an AC pavement design and a PCC pavement design. In most instances, theRMP pavement design cost will be closer to the AC pavement design cost than tothe PCC pavement design cost. Bid experiences from recent RMP constructionprojects indicate a current cost of about $9.60 to 19.20 per square meter ($8 to$16 per square yard) of 50-mm-thick RMP surfacing.A cost comparison of AC, PCC, and RMP designs for two hypotheticalpavement systems is provided to illustrate the typical differences in first costs forthese three pavement types. Pavement designs were conducted using standardCE design methodologies (Headquarters, Departments of the Army and AirForce 1989 and 1992). Flexible and rigid airfield designs were conducted usingthe following input data:Design Traffic = C-141 Aircraft at 156,109 kg (345,000 lb)Design Passes = 100,000No frost penetration consideredSubgrade California Bearing Ratio (CBR) = 10Modulus of Subgrade Reaction (K) = 5.5 x 10 6 kg/m 3 (200 lb/in. 3 )Subbase CBR = 40Base CBR = 100Rigid Design Base Thickness = 200 mm (8 in.)PCC Flexural Strength = 5.2 MPa (750 lb/in. 2 )Flexible and rigid road designs were also conducted for the same conditions,except for the following design parameters:Traffic Design Index = 8Base CBR = 80Rigid Design Base Thickness = 100 mm (4 in.)The thickness profiles resulting from these hypothetical pavement designs arecollectively illustrated in Figure 13.G - 28
The pavement cost in terms of dollars per square meter for each 25 mm ofthickness was based on the following cost assumptions:Asphalt Concrete = $2.40/sq mPortland Cement Concrete = $4.80/sq mResin Modified Pavement = $7.20/ sq m100 CBR Base = $0.60/sq m80 CBR Base = $0.48/sq m40 CBR Subbase = $0.30/sq mG - 29
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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
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Figure A2 - Yearly Itemized Project
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Figure A4 - Year 2020 Projected 24
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Figure A6 - Year 2020 Projected 24
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Table B1 - Preconstruction Rut Data
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Table B3 - Preconstruction Friction
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Figure C1 - Ultra-Thin Whitetopping
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Truck No 24 hour break 48 hour brea
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Table C7 - UTW Smoothness Data coll
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Table C10- Long Term Data for Ultra
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APPENDIX DMDOT UTW STANDARD SPECIFI
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design. Documentation presented mus
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Payment will be made under:907-501-
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Figure E1 - UTW 24 hour test report
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Figure E5 - UTW 48 hour test report
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Figure E9 - UTW 7 day test report (
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Figure E12 - UTW 28 day test report
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Figure E17 - UTW 24 hour test repor
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Figure E21 - UTW 48 hour test repor
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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
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 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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