Resin Modified Pavement Demonstration Project.pdf

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A quick comparison of the construction costs for these two hypotheticalpavement design examples indicates the typical cost of RMP relative to the twostandard pavement types: AC and PCC. Cost savings for the RMP designsversus the PCC designs are significant in each of these cases. This cost analysisclearly illustrates a critical design principal for RMP as an alternative pavementsurfacing, namely:When an AC surfacing cannot effectively meet the pavement performancerequirements where both an RMP and PCC surfacing can, then the RMPalternative will generally provide significant initial cost savings in terms oftotal thickness design costs.In addition to the initial cost savings for using an RMP design instead of aPCC design, an RMP surfacing can be expected to cost much less in terms ofmaintenance expenditures given a proper design. The most significant maintenancecost savings will result from the lack of joints to maintain and reseal withthe typical RMP surfacing. These cost savings will obviously not apply tosituations where RMP is overlaid over jointed PCC pavements and joints are cutin the RMP surfacing to trace the PCC joints.G - 30
3 Acquisition/ProcurementPotential Funding SourcesTypically, installations fund the implementation of pavements and railroadstechnologies from their annual budgets. However, the installation's annualbudget is usually underfunded and the pavements and railroads projects do notcompete well with other high-visibility or high-interest type projects. As a result,it is prudent to seek out additional funding sources when the project merits theaction. Listed below are some sources commonly pursued to fund projects.a. Productivity program. See AR 5-4, Department of the Army Productivity Improvement Program (Headquarters, Department of the Army1982) forguidance to determine if the project qualifies for this type offunding.b. Facilities Engineering Applications Program (FEAP). In the past, anumber of pavement and railroad maintenance projects located at variousinstallations were funded with FEAP demonstration funds. At that time,emphasis was placed on demonstrating new technologies to the Directorate of Engineering and Housing (DEH) community. Now that thesetechnologies have been demonstrated, the installations will be responsiblefor funding their projects through other sources. However, emphasisconcerning the direction of FEAP may change in the future; therefore,one should not rule out FEAP as a source of funding.c. Special programs. Examples of these are as follows:(1) FORSCOM mobilization plan which may include rehabilitation orenlargement of parking areas and the reinforcement of bridges.(2) Safety program which may include the repair of unsafe/deterioratedrailroads at crossings and in ammunition storage areas.(3) Security upgrade which may include the repair or enlargement offencing.d. Reimbursable customer. Examples of this source are roads to specialfunction areas such as family housing or schools and airfield pavementsG - 31
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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 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 138 and 139: CostsThe initial construction costs
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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