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

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Table 2. Gradation of Polymer Modified Mixes Sieve Binder HTBC - Type 6 Surface HTSC - Type 8 Size Aggregate Job Specified Aggregate Job Specified Blend Mix Design Blend Mix Design % % Range % % Range Passing Passing Passing Passing 1 1/2 1 100 100 100 3/4 99 99 90-100 100 100 100 1/2 79.4 79 68-89 96.9 97 94-100 3/8 65.3 65 54-73 87.4 87 70-89 No. 4 41.5 42 34-50 54.8 55 36-55 No. 8 27.9 28 22-36 37.4 37 20-37 No. 16 21 27.6 No. 30 15.7 16 9-19 20.5 20 8-20 No. 50 7.3 7 6-14 11.3 11 5-14 No. 200 3.9 3.9 2-8 5.4 5.4 2-7 A.C. 4.8 4.0 Min. A.C. 5.2 4.0 Min. Table 3. Job Mix Properties for Polymer Modified Mixes Binder HTBC - Type 6 Surface HTSC - Type 8 Job Mix Temperature, Degrees F 329 329 Air Voids 4.00% 4.00% VMA 14.70% 15.00% Flow 15 13 Maximum Specific Gravity 2.418 2.378 % AC (RAP) 5.13 5.13 % AC (ADD) 3.77 4.69 % AC (TOTAL) 4.8 5.2 Stability, lbs. 2950 2820 19
Table 4. Actual stationing for test, control, and transition sections. Modifier Course Station-to-Station (Right Lane) Date Placed KRATON Binder 572 + 88 to 602 + 00 7/9/96 Surface 572 + 50 to 608 + 25 7/12/96 TRANSITION Binder 602 + 00 to 629 + 75 7/9/96 Surface 608 + 25 to 626 + 50 7/12/96 STYRELF Binder 629 + 75 to 657 + 00 7/9/96 Surface 626 + 50 to 653 + 00 7/12/96 TRANSITION Binder 657 + 00 to 679 + 00 7/9/96 Surface 653 + 00 to 678 + 25 7/12/96 NOVOPHALT Binder 679 + 00 to 707 + 70 7/18/96 Surface 678 + 25 to 704 + 10 7/20/96 TRANSITION Binder 707 + 70 to 735 + 10 7/18/96 Surface 704 + 10 to 736 + 30 7/20/96 20
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 25: Table 1. Material Types for Polymer
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
Page 128:
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