State Study 111 - Polymer Modified Hot Mix Asphalt Field Trial.pdf

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POLYMER MODIFIED HMA FIELD TRIAL ROLLING PATTERN ESTABLISHED Surface Pavement Supplier Layer Date Time Temperature (F) Temperature (F)@t/2 Density (lbs/ft 3 ) NOVOPHALT Binder 07/17/1996 9:19 265 300 145.3 9:20 261 300 151.2 9:21 256 298 153.4 9:22 244 295 156 9:23 235 290 152 9:24 227 284 147 MS DOT TICKET NO. 57356 PLANT TEMP/TIME = 340F @ 7:56 ROAD TEMP/TIME = 353F @ 9:17 ROLLING PATTERN @ STA 691+00 NB I/S LANE 62
POLYMER MODIFIED HMA FIELD TRIAL ROLLING PATTERN ESTABLISHED Surface Pavement Supplier Layer Date Time Temperature (F) Temperature (F)@t/2 Density (lbs/ft 3 ) NOVOPHALT Surface 07/19/1996 8:18 245 142.8 8:19 237 145 8:20 228 146.1 8:21 218 146.4 8:22 210 148.4 8:23 203 145.1 MS DOT TICKET NO. 940859 PLANT TEMP/TIME = 324F @ 7:40 ROAD TEMP/TIME = 324F @ 8:05 ROLLING PATTERN @ STA 638+50 NB I/S LANE 63
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FINAL REPORT STATE STUDY NO. 111 PO
Page 3 and 4:
NOTICE The contents of this report
Page 5 and 6:
TABLE OF CONTENTS Section Page CHAP
Page 7 and 8:
22. FWD deflections for Styrelf 37
Page 9 and 10:
SCOPE The experimental design calle
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This policy was not in effect when
Page 13 and 14:
TRAFFIC VOLUMES Traffic for this se
Page 15 and 16:
CHAPTER 3: DESIGN AND CONSTRUCTION
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was then repeated for the surface c
Page 25 and 26: Table 1. Material Types for Polymer
Page 27 and 28: Table 4. Actual stationing for test
Page 29 and 30: Modifier Course Station-to-Station
Page 31 and 32: CHAPTER 4: TESTING PROCEDURES AND R
Page 33 and 34: CONTROL Section Both the binder and
Page 35 and 36: as would be expected for new paveme
Page 37 and 38: BINDER AIR VOIDS AIR VOIDS, % 9 8 7
Page 39 and 40: VISCOSITY CHART FOR BINDER COURSES
Page 42 and 43: AVERAGE SHEAR STRENGTH COMPUTED FRO
Page 44 and 45: FWD DATA FOR KRATON (Sensor locatio
Page 46 and 47: FWD DATA FOR NOVOPHALT (Sensor loca
Page 48 and 49: FWD DATA FOR ULTRAPAVE (Sensor loca
Page 50 and 51: FWD DATA FOR CRYOPOLYMER RUBBER (Se
Page 52 and 53: FWD DATA FOR CONTROL SECTION (Senso
Page 54 and 55: AVERAGE RUT DEPTH (INCHES) 0.40 0.3
Page 56 and 57: APA AVERAGE RUT DEPTHS OF CORES AT
Page 60 and 61: Table 8. Relative ranking of the di
Page 62 and 63: areas of high equivalent single axl
Page 64: APPENDIX A ROLLING PATTERNS 56
Page 67 and 68: POLYMER MODIFIED HMA FIELD TRIAL RO
Page 69: POLYMER MODIFIED HMA FIELD TRIAL RO
Page 86 and 87: ASPHALT INSPECTORS DAILY REPORT Lot
Page 118 and 119: Lot No. 180 Date 08/07/1996 Project
Page 120 and 121:
ASPHALT INSPECTORS DAILY REPORT Lot
Page 122 and 123:
Page 124 and 125:
Page 126 and 127:
APPENDIX C MANUAL RUT MEASUREMENTS
Page 128:
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State Study 111 - Polymer Modified Hot Mix Asphalt Field Trial.pdf

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