Resin Modified Pavement Demonstration Project.pdf

More documents

Recommendations

Info

APPENDIX ICOST DATA
Table I1 - Ultra-Thin Whitetopping Cost Data(Note: Milling and Traffic Control Costs are not included)Estimated CostPlan Area = 1264 sq. yds.APAC Construction CostLabor $5988Sundry Material (curing compound, misc. forming matls) $1600Equipment $6250Rental Equipment (air compressor) $ 400Sub-contractor (concrete sawing @ $0.90/ft) $5972Indirect costs (payroll indirects, taxes, etc) $5222$25,432B & B Concrete Supply Cost5000 psi concrete $ 9986$35,418Estimated Cost for 3” thickness = $28.02/sq. yd.Actual CostDue to excess milling in some areas an additional 19 cubic yds ofconcrete was required @ $83.90/cubic ydB & B Concrete Supply Cost19 additional yds of 5000 psi concrete $ 1594$37,012Actual Cost for 3” thickness = $29.28/sq. yd.I-1
Page 1:
Construction, Testing and Performan
Page 4 and 5:
ACKNOWLEDGMENTSThe study reported h
Page 6 and 7:
LIST OF FIGURES AND TABLESFigurePag
Page 8 and 9:
LIST OF FIGURES AND TABLES (Continu
Page 10 and 11:
Figure 3 - Plan view intersection o
Page 12 and 13:
Figure 5 - Intersection of US 72 an
Page 14 and 15:
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 66 and 67:
APPENDIX DMDOT UTW STANDARD SPECIFI
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 80 and 81:
Page 82 and 83:
Figure E17 - UTW 24 hour test repor
Page 84 and 85:
Figure E21 - UTW 48 hour test repor
Page 86 and 87:
Page 88 and 89:
Page 90 and 91:
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 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 168 and 169: Table I2 - Resin Modified Pavement
show all

Resin Modified Pavement Demonstration Project.pdf

Create successful ePaper yourself

Delete template?

Save as template?