Relationships Between the Fatigue Properties of Asphalt Binders and the Fatigue Performance of Asphalt Mixtures (2022) / Chapter Skim
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E-1 Laboratory Test Data Summary Tables Mixture Test Data A P P E N D I X E Binder Code Air Voids (%) Micro-strain Initial Stiffness (MPa)
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E-2 Relationships Between the Fatigue Properties of Asphalt Binders and the Fatigue Performance of Asphalt Mixtures Binder Code Air Voids (%) Micro-strain Initial Stiffness (MPa)
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Laboratory Test Data Summary Tables E-3 Binder Code Air Voids (%) Micro-strain Initial Stiffness (MPa)
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E-4 Relationships Between the Fatigue Properties of Asphalt Binders and the Fatigue Performance of Asphalt Mixtures Binder Code Testing Temperature Air Voids (%) Nf GR A 6°C 6.8 3.9E+04 2.4E+01 7.1 2.3E+03 1.3E+03 6.8 2.5E+03 1.1E+03 12°C 7.0 3.5E+04 3.4E+01 6.7 1.9E+03 2.7E+03 6.8 1.3E+04 3.2E+02 18°C 6.8 1.6E+04 7.9E+01 6.8 8.7E+03 3.7E+02 7.0 5.4E+03 9.8E+02 7.1 1.8E+04 1.0E+02 B 21°C 7.5 4.1E+03 8.0E+02 7.4 9.3E+03 2.1E+02 27°C 7.6 1.6E+04 9.8E+01 7.3 4.2E+03 6.4E+02 7.4 2.1E+03 1.5E+03 C 9°C 7.6 1.1E+04 2.0E+02 7.2 4.4E+03 4.6E+02 7.1 2.7E+04 2.4E+01 15°C 6.8 1.4E+04 3.6E+02 6.9 6.1E+03 8.5E+02 7.1 1.4E+03 3.9E+03 D 12°C 7.6 2.3E+03 1.4E+03 7.4 8.4E+03 1.9E+02 7.0 5.0E+04 1.5E+01 18°C 7.2 3.8E+03 4.1E+02 7.2 1.9E+04 5.1E+01 7.3 2.5E+03 1.3E+03 E 24°C 6.7 6.9E+03 4.9E+02 7.2 5.5E+04 2.1E+01 7.3 1.1E+04 1.4E+02 30°C 6.5 9.2E+04 1.5E+01 7.4 2.0E+04 7.6E+01 6.6 7.8E+03 2.5E+02 F 19.5°C 7.4 1.7E+03 1.4E+03 7.2 4.1E+03 3.5E+02 6.9 5.5E+04 1.2E+01 25.5°C 6.8 1.1E+04 1.0E+02 7.2 3.4E+03 5.5E+02 7.0 5.0E+04 1.7E+01 G 30°C 6.5 9.3E+04 1.1E+01 6.7 3.7E+03 5.1E+02 7.2 1.1E+04 1.8E+02 6.9 4.4E+03 4.4E+02 36°C 6.6 1.8E+04 9.3E+01 6.9 7.1E+04 1.1E+01 7.1 2.0E+04 7.7E+01 7.1 1.2E+04 1.6E+02 H 21°C 7.1 7.6E+03 1.6E+02 7.3 5.2E+04 3.4E+01 7.1 1.7E+03 2.5E+03 27°C 7.3 1.7E+04 1.1E+02 7.5 1.2E+04 2.6E+02 7.3 8.9E+03 4.5E+02 Table E-3.
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Laboratory Test Data Summary Tables E-5 Binder Code Testing Temperature Air Voids (%) Nf GR I 12°C 6.5 4.1E+03 7.8E+02 7.1 1.5E+04 7.6E+01 18°C 6.9 8.9E+03 1.4E+02 7.0 3.0E+03 9.2E+02 6.8 4.0E+04 2.8E+01 7.5 1.5E+04 9.6E+01 J 15°C 7.1 9.4E+03 1.8E+02 7.3 3.2E+03 1.1E+03 7.1 8.6E+04 1.4E+01 21°C 7.3 9.6E+03 3.0E+02 7.2 4.7E+03 1.1E+03 7.1 1.1E+04 2.0E+02 K 12°C 6.5 2.8E+04 3.6E+01 6.9 7.0E+03 2.3E+02 6.8 1.5E+03 1.4E+03 7.3 5.9E+03 1.8E+02 18°C 6.5 2.0E+03 1.9E+03 6.5 1.3E+04 1.4E+02 6.5 5.1E+04 2.5E+01 24°C 7.2 1.5E+04 1.4E+02 7.1 3.9E+03 8.2E+02 7.0 1.9E+03 1.8E+03 L 27°C 7.2 3.2E+03 5.9E+02 6.9 2.5E+03 4.3E+02 33°C 7.2 1.8E+03 8.0E+02 7.2 5.7E+03 1.4E+02 7.1 7.5E+04 4.5E+00 M 24°C 6.7 1.2E+05 5.9E+00 6.5 3.5E+04 3.6E+01 6.5 1.2E+04 1.4E+02 30°C 6.9 5.5E+03 3.7E+02 7.1 1.8E+03 1.7E+03 N 21°C 6.5 2.3E+05 4.2E+00 6.5 8.1E+04 2.5E+01 6.5 9.0E+03 4.5E+02 27°C 6.7 1.2E+05 5.2E+00 7.6 2.1E+05 3.9E+00 7.0 1.3E+04 1.5E+02 O 15°C 6.7 5.2E+04 2.6E+01 6.7 3.6E+03 1.5E+03 6.7 3.7E+03 4.4E+02 21°C 6.9 5.3E+04 1.1E+01 6.6 2.6E+04 7.4E+01 6.5 2.0E+04 1.3E+02 6.8 7.3E+03 4.2E+02 27°C 6.7 1.7E+04 7.8E+01 6.6 4.2E+03 7.3E+02 P 21°C 7.5 1.2E+03 3.5E+03 7.3 1.9E+03 1.2E+03 7.7 1.2E+04 8.1E+01 27°C 7.3 9.9E+03 3.3E+02 7.6 1.1E+03 3.4E+03 7.4 1.3E+04 7.6E+01 Table E-3.
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E-6 Relationships Between the Fatigue Properties of Asphalt Binders and the Fatigue Performance of Asphalt Mixtures Binder Test Data Binder: A B C D Temp °C Freq, rad/s |G* |, kPa Phase Angle, Deg |G*
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Laboratory Test Data Summary Tables E-7 (continued on next page) Binder: A B C D Temp °C Freq, rad/s |G*
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E-8 Relationships Between the Fatigue Properties of Asphalt Binders and the Fatigue Performance of Asphalt Mixtures Binder: E F G H Temp °C Freq, rad/s |G* |, kPa Phase Angle, Deg |G*
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Laboratory Test Data Summary Tables E-9 (continued on next page) Binder: E F G H Temp °C Freq, rad/s |G*
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E-10 Relationships Between the Fatigue Properties of Asphalt Binders and the Fatigue Performance of Asphalt Mixtures Binder: I J K L Temp °C Freq, rad/s |G* |, kPa Phase Angle, Deg |G*
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Laboratory Test Data Summary Tables E-11 (continued on next page) Binder: I J K L Temp °C Freq, rad/s |G*
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E-12 Relationships Between the Fatigue Properties of Asphalt Binders and the Fatigue Performance of Asphalt Mixtures Binder: M N O P Temp °C Freq, rad/s |G* |, kPa Phase Angle, Deg |G*
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Laboratory Test Data Summary Tables E-13 Table E-4. (Continued)
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E-14 Relationships Between the Fatigue Properties of Asphalt Binders and the Fatigue Performance of Asphalt Mixtures Table E-4. (Continued)
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Laboratory Test Data Summary Tables E-15 Table E-4. (Continued)
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E-16 Relationships Between the Fatigue Properties of Asphalt Binders and the Fatigue Performance of Asphalt Mixtures Table E-4. (Continued)
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Laboratory Test Data Summary Tables E-17 Table E-4. (Continued)
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E-18 Relationships Between the Fatigue Properties of Asphalt Binders and the Fatigue Performance of Asphalt Mixtures Binder: AC-5 AC-20 PG 70-22 Air Blown Temp °C Freq, rad/s |G* |, kPa Phase Angle, Deg |G*
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Laboratory Test Data Summary Tables E-19 Binder: AC-5 AC-20 PG 70-22 Air Blown Temp °C Freq, rad/s |G* |, kPa Phase Angle, Deg |G*
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E-20 Relationships Between the Fatigue Properties of Asphalt Binders and the Fatigue Performance of Asphalt Mixtures Binder: CRM Terpolymer SBS-LG Temp °C Freq, rad/s |G* |, kPa Phase Angle, Deg |G*
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Laboratory Test Data Summary Tables E-21 Binder: CRM Terpolymer SBS-LG Temp °C Freq, rad/s |G* |, kPa Phase Angle, Deg |G*
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E-22 Relationships Between the Fatigue Properties of Asphalt Binders and the Fatigue Performance of Asphalt Mixtures Ext. to Total Ligament INIT Ext.
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Laboratory Test Data Summary Tables E-23 (continued on next page)
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E-24 Relationships Between the Fatigue Properties of Asphalt Binders and the Fatigue Performance of Asphalt Mixtures Ext. to Total Ligament INIT Ext.
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Laboratory Test Data Summary Tables E-25 Sweep Fatigue SVECD SVECD GFTAB Binder Temp.
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E-26 Relationships Between the Fatigue Properties of Asphalt Binders and the Fatigue Performance of Asphalt Mixtures Sweep Fatigue SVECD SVECD GFTAB Binder Temp.
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Abbreviations and acronyms used without definitions in TRB publications: A4A Airlines for America AAAE American Association of Airport Executives AASHO American Association of State Highway Officials AASHTO American Association of State Highway and Transportation Officials ACI–NA Airports Council International–North America ACRP Airport Cooperative Research Program ADA Americans with Disabilities Act APTA American Public Transportation Association ASCE American Society of Civil Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials ATA American Trucking Associations CTAA Community Transportation Association of America CTBSSP Commercial Truck and Bus Safety Synthesis Program DHS Department of Homeland Security DOE Department of Energy EPA Environmental Protection Agency FAA Federal Aviation Administration FAST Fixing America's Surface Transportation Act (2015) FHWA Federal Highway Administration FMCSA Federal Motor Carrier Safety Administration FRA Federal Railroad Administration FTA Federal Transit Administration GHSA Governors Highway Safety Association HMCRP Hazardous Materials Cooperative Research Program IEEE Institute of Electrical and Electronics Engineers ISTEA Intermodal Surface Transportation Efficiency Act of 1991 ITE Institute of Transportation Engineers MAP-21 Moving Ahead for Progress in the 21st Century Act (2012)
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N C H RP Research Report 982 Relationships Betw een the Fatigue Properties of Asphalt Binders and the Fatigue Perform ance of Asphalt M ixtures TRB Transportation Research Board 500 Fifth Street, NW Washington, DC 20001 ADDRESS SERVICE REQUESTED ISBN 978-0-309-09433-7 9 7 8 0 3 0 9 0 9 4 3 3 7 9 0 0 0 0
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