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

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580+00 590+00 635+00 645+00 680+00 690+00 KRATON TRANSITION STYRELF TRANSITION NOVOPHALT TRANSITION 689+45 BK= 690+00 AH 740+00 750+00 805+00 815+00 65+00 75+00 ROUSE RUBBER TRANSITION ULTRAPAVE COUNTY LINE SEAL-O-FLEX TRANSITION 843+13 BK= 0+00 AH 95+00 105+00 125+00 135+00 205+00 215+00 CRYOPOLYMER TRANSITION MULTIGRADE TRANSITION CONTROL TRANSITION 240+00 250+00 CONTROL Figure 13. Section limits for study. 17
Table 1. Material Types for Polymer Modified Mixes Binder HTBC - Type 6 Type Material 3/4-Inch Mfg. Course #67 Reclaimed #8 Hyd. Crushed Sand Sand Limestone Asphalt Limestone Lime Gravel Material Recommended Material Blend (%) 20 19 10 20 20 10 1 Surface HTSC - Type 8 Type Material 3/4-Inch 1/2-Inch Mfg. Reclaimed Course Ag. Hyd. Crushed Crushed Sand Asphalt Sand Limestone Lime Gravel Gravel Material Recommended Material Blend (%) 31 25 18 10 10 5 1 18
Page 1 and 2: 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
Page 11 and 12: 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
Page 17: was then repeated for the surface c
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
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POLYMER MODIFIED HMA FIELD TRIAL RO
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ASPHALT INSPECTORS DAILY REPORT Lot
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Lot No. 180 Date 08/07/1996 Project
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APPENDIX C MANUAL RUT MEASUREMENTS
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