Resin Modified Pavement Demonstration Project.pdf

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APPENDIX DMDOT UTW STANDARD SPECIFICATIONS
MISSISSIPPI DEPARTMENT OF TRANSPORTATIONDATE: 01/06/01SUBJECT:Thin Portland Cement Concrete Pavement (Whitetopping)PROJECT: Resin Modified Pavement Demonstration Project ~ Corinth, MSDescription. This work shall consist of the construction of portland cement concretepavement in accordance with Section 501 of the 1990 Edition of the Mississippi StandardSpecifications for Road and Bridge Construction, except as modified herein.Materials. Materials shall meet the requirements of the Division 700 and the followingsubsections:MaterialStandard Specification ReferencePortland Cement 701.01 and 701.02Admixtures 713.02Fly Ash 714.05Water 714.01Fine Aggregate 703.01 and 703.02Coarse Aggregate 703.01 and 703.03Curing Materials 713.01Fibers used shall be Fibrillated Polypropylene fibers. Fibrillated Polypropylene fibersshall be added at a rate of 3.0 lbs/yd 3 .Concrete slump shall not exceed 4 inches. An approved type F or G admixture shall beused. Admixtures shall be incorporated into the concrete in accordance with themanufacturer’s recommendations, subject to approval by the Engineer.Fly Ash may be substituted for cement at a maximum rate of 20% by weight and shall beincluded with the cement when determining the water/cement ratio, i.e. thewater/cementitious material ratio. Ground Granulated Blast-Furnace Slag (GGBFS) maybe substituted for cement at a maximum rate of 50% by weight and shall be included withthe cement when determining the water/cement ratio, i.e. the water/cementitious materialratio. Any GGBFS incorporated into the cement shall conform to the requirements ofSpecial Provision 907-714.Proportioning. The Ready-Mix Concrete Producer shall furnish the mix design.Concrete used in this application shall meet the following compressive strengthrequirement. The mix shall be designed to achieve a minimum compressive strength of2500 psi within 24 hours (field cured) after placement. The mix shall develop aminimum compressive strength of 3500 psi 14 days (standard cured) after placement.Verification of Mix Design. The Ready-Mix Concrete Producer shall furnish theEngineer with the required documentation indicating proper verification of the mixD-1
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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
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 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 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
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stances, the RMP also provides cost
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2 PreacquisitionDescription of Resi
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In 1987, the U.S. Army Corps of Eng
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Table 1RMP Project Locations in the
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Table 2Open-Graded Mixture Aggregat
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The slurry grout mix design is cond
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Resin modified groutThe resin modif
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Table 4Slurry Grout Viscosity Requi
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G - 24
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G - 26
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CostsThe initial construction costs
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A quick comparison of the construct
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equired to support logistical opera
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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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