Resin Modified Pavement Demonstration Project.pdf

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Table I2 – Resin Modified Pavement Cost Data(Note: Milling and Traffic Control Costs are not included)Estimated CostEstimated Plan Area = 2533 sq. yds. (including test strip)APAC Construction CostLabor $6353Material (open graded HMA) $5940Sundry Material $ 883Haul cost $ 667Equipment $2162Sub-contractor (sawing @ $1.00/ft) $ 910Indirect costs (payroll indirects, taxes, etc) $8355$25,270B & B Concrete Supply CostResin modified grout $38,760$64,030Estimated Cost for 2” thickness = $25.28/sq. yd.Actual CostDue to excess milling in some areas and a limited amount of PL7 additive, 600 sq ydswere eliminated from the test area to insure there would be enough grout to finish theproject.An additional 200 sq. yds of test area was eliminated when the 75’ portion of one thesites had to be removed due to the lack of full depth grout penetration.Actual Cost for 2” thickness = $36.95/sq. yd.I-2
Table I3 – PG 82-22 HMA Cost Data(Note: Milling and Traffic Control Costs are not included)Estimated CostEstimated Plan Area = 1200 sq. yds.APAC Construction CostAPAC bid cost of PG 82-22 HMA = $45.56 per ton in place@ 135 lbs/ft 3 - 243 tons of PG 82-22 HMA were placed $11,070Estimated Cost for 4” thickness = $9.23/sq. yd.Actual CostActual cost did not deviate from estimatedActual Cost for 4” thickness = $9.23/sq. yd.I-3
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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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Table F1 - Gradations, AC Contents
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Figure F4 - Aggregate Gradation Cha
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Table F7 - RMP Open Graded Mix Mat
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Table F11 - Air Voids in Mat @ Cass
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Table F15 - Thickness of Resin Modi
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Table F17 - Thickness of Resin Modi
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Table F19 - RMP grout design chartF
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Table F22 - RMP Grout Construction
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Table F28 - RMP Friction Data Colle
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APPENDIX GUSER’S GUIDE: RESIN MOD
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G - 2
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Technology Components and Sources..
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1 Executive SummaryDescriptionResin
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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
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
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