Resin Modified Pavement Demonstration Project.pdf

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equired to support logistical operations.e. Special requests from MACOM's.f. Year end funds. This type of funding should be coordinated with theMACOM's to ensure that the funds will not be lost after a contract isadvertised.g. Operations and Maintenance Army. These are the normal funds used forfunding pavement and railroad projects.Technology Components and SourcesComponents of the technology which must be procured for the use of resinmodified pavement are: section design (may be in-house or contracted out) and acontractor to construct the RMP surfacing. The construction contractor musthave the materials and mixing plant capable of producing the RMP open-gradedasphalt mixture and, if required, a standard dense-graded asphalt mixture. Inaddition to the standard asphalt paving equipment, the contractor will need asmall (3-tonne maximum) steel wheel roller to smooth out the open-graded materialafter placement.For the modified slurry grout phase, the construction contractor will need tohave access to either a nearby concrete batch plant or one or more portableconcrete mixers on site. The grout batching equipment will depend upon job sizeand is almost always required to be the larger central batch plant. Transit mixtrucks are needed to transport the grout to the job site and for placement. Handsqueegees and squeegee operators (typically three to five are sufficient) aid in thegrout application. While the grout is being applied, the small 3-tonne steel wheelroller is used to vibrate the grout into the open-graded layer. Curing compoundsand application equipment typical to the PCC industry are used to complete theRMP construction process.The only unusual material required to produce an RMP surfacing is the resinadditive used in the cement slurry grout. Currently, the resin additive requiredfor grout production (Prosalvia-7 or PL7) is available only from a single sourceby contacting the following manufacturer's representative:Alyan CorporationP.O. Box 788Vienna, VA 22183ATTN: Mr. Ibrahim MurrTel: 703-255-1381FAX: 703-255-1384G - 32
Procurement DocumentsTechnical reportsThe Corps of Engineers has published two technical reports on the researchand construction experiences of RMP:AConstruction and Evaluation of Resin Modified Pavement,@ Technical ReportGL-91-13, USAE Waterways Experiment Station, 1991 (Ahlrich andAnderton 1991b).ADesign, Construction, and Performance of Resin Modified Pavement at FortCampbell Army Airfield, Kentucky,@ Technical Report GL-94-5, USAEWaterways Experiment Station, 1994 (Anderton and Ahlrich 1994).Applicable specificationsSeveral guide specifications are available to provide assistance in completingan RMP construction project. One of two applicable guide specifications is to beused for the construction of the AC layer beneath the RMP surfacing (unless theRMP is to be overlaid directly over an existing pavement surface). The choice ofasphalt concrete specifications will depend upon the traffic requirements. Thereis also a guide specification available for the construction of the RMP layer itself.These specifications are as listed below:CEGS-02551, ABituminous Paving for Roads, Streets, and Open StorageAreas (Central Plant Hot Mix),@ Department of the Army, Corps of EngineersGuide Specification, Washington, DC, April 1989 (Headquarters, Department ofthe Army 1989).CEGS-02556, AAsphaltic Bituminous Heavy-Duty Pavement (Central-PlantHot Mix),@ Department of the Army, Corps of Engineers Guide Specification,Washington, DC, June 1991 (Headquarters, Department of the Army 1991).CEGS-02548, AResin Modified Pavement,@ Department of the Army, Corpsof Engineers Guide Specification, Washington DC, October 1993 (Headquarters,Department of the Army 1993).GSA listingNoneVendors list and recent pricesLocal contractors with experience in AC paving and PCC production shouldbe able to successfully construct an RMP. Recent RMP construction projectsindicate a price range of $9.60 to 19.20 per square meter ($8 to 16 per squareyard) for a 50-mm- (2-in.-) thick RMP layer in place. Prices for any underlyingAC, base course, and subbase course layers should be based upon recent local bidexperiences.G - 33
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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 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 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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