SHRP-A-379 traducir

Table 5. Guidelines for Binder Modification
I
Binder Specification Suggested Ratio
Property (Modified/Unmodified Binder)
G*/sin _ >_ 2.5
G'sin 6 < 0.7
S -< 0.7
m -> 1.2
Table 6. Performance-Based Laboratory Mix Tests and Conditioning Procedures
Pavement Equipment & Test Measurement
Distress
Permanent SHRP Shear Test Device: • Dilatancy
Deformation • Uniaxial Strain Test • Accumulation of Permanent Strain
• Volumetric Test • Stiffening under Conf'ming Stress
• Simple Shear Test • Tertiary Creep
• Frequency Sweep • Shear Modulus
• Repetitive Shear Test at Constant Height • Phase Angle
• Repetitive Shear Test at a Field State of Stress
Low Indirect Tensile Test Device: • Creep Compliance
Temperature • Indirect Tensile Creep Test • Tensile Strength
Cracking • Indirect Tensile Failure Test
Fatigue Simple Shear Test Device: • Shear Modulus
Cracking • Frequency Sweep • Phase Angle
(Surrogate Indirect Tensile Test Device: • Tensile Strength
Method) • Indirect Tensile Failure Test
Fatigue Flexural Beam Fatigue Device: • Cycles to Beam Failure
Cracking • Constant Strain Flexural Fatigue at 20 °C
(Referee
Method)
Water AASHTO T283: • Change in Tensile Strength
Sensitivity • Tensile Strength in Dry and Wet Condition
OF
or
Environmental Conditioning System:
• Dynamic Modulus in Dry and Wet Condition • Change in Dynamic Modulus
Aging--Short Forced Draft Oven Aging of Loose Mix: • Change in Dynamic Modulus
Term • Dynamic Modulus in Unaged and Aged
Condition
Aging--Long Forced Draft Oven Aging of Compacted Mix: • Change in Dynamic Modulus
Term • Dynamic Modulus in Unaged and Aged
Condition
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