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

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APA AVERAGE RUT DEPTHS OF CORES AT 8000 CYCLES 1.00 RUT DEPTH (inches) 0.90 0.80 0.70 0.60 0.50 0.40 0.30 0.20 0.10 0.00 8000 120F 8000 147F styrelf sealflex rouse novafalt kraton ultrapave cryorubber control POLYMER Figure 33. APA average rut depths at 8,000 cycles and 147F 48
Table 5. Actual Job Mix Properties for Modified and Control Mixes 75 Blow Roadway Pavement Marshall Cores Maximum Modifier Course Air Voids Air Voids VMA Flow Sp. Grav. % AC Stability (N) DESIGN Binder 4 14.7 15 2.418 4.8 13 122 Surface 4 15 13 2.378 5.2 12 543 KRATON Binder 3.4 4.3 14 16 2.421 4.68 15 506 Surface 5.6 5.0 15.4 13 2.391 4.94 14 568 STYRELF Binder 3.4 5.0 13.9 16 2.422 4.69 17 730 Surface 5.3 7.6 15.9 18 2.381 5.07 17 601 NOVOPHALT Binder 3.9 5.5 14.6 15 2.42 4.92 12 962 Surface 5 6.1 15.5 11 2.384 5.03 14 946 ROUSE Binder 3.4 5.1 14.2 11 2.418 4.83 12 577 Surface 4.9 6.2 15.1 13 2.39 4.91 14 038 ULTRAPAVE Binder 2.9 4.7 14 18 2.414 5.09 15 013 Surface 3.9 6.5 14.5 18 2.383 5 17 668 SEAL-O-FLEX Binder 3.4 8.0 14.3 20 2.415 4.77 18 109 Surface 4.1 7.2 15.3 17 2.367 5.08 20 795 CRYOPOLYMER Binder 4.3 6.3 15.2 12 2.416 4.98 14 403 Surface 3.2 4.3 15.2 14 2.353 5.59 12 099 MULTIGRADE Binder 3.2 4.9 13.2 13 2.405 4.66 12 953 Surface 5.4 9 15.4 13 2.402 4.94 10 996 CONTROL Binder 3.6 4.1 14.1 13 2.424 4.78 11 000 Surface 4.6 5.5 15.5 11 2.382 5.33 10 124 49
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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
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 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 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 86 and 87: ASPHALT INSPECTORS DAILY REPORT Lot
Page 106 and 107:
ASPHALT INSPECTORS DAILY REPORT Lot
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Page 118 and 119:
Lot No. 180 Date 08/07/1996 Project
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APPENDIX C MANUAL RUT MEASUREMENTS
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