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Questions and Answers
What is the recommended tool to remove aggregate from the surfacing when assessing the binder condition?
What is the relationship between temperature and the brittleness of the binder?
What is the visual indication of a 'lively' binder?
According to Table B.9, what is the description of a binder that is degree 3?
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What additional clue can the inspection of the shrinkage crack pattern provide about the dryness of the binder?
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Why is it important not to rely solely on the visual assessment of the road surface when evaluating the binder condition?
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Which of the following statements accurately describes the influence of temperature on bleeding?
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Which of the following statements is true regarding the assessment of binder condition in asphalt pavements?
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Which of the following statements accurately describes the characteristics of a severely bleeding asphalt surface?
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Which of the following surface treatments is most likely to exhibit bleeding?
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Which of the following defects is directly associated with bleeding in asphalt pavements?
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Which of the following statements accurately describes the behavior of bituminous binders in asphalt pavements?
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What is the primary reason for binder films in surface treatments becoming dry and brittle over time?
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How does the oxidation process in surface treatment binder films progress over time?
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Why is the loss of oils and oxidation in asphalt binders more restricted compared to surface treatments?
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What is the primary indication that aggregate loss from a surface treatment is active and ongoing?
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How should aggregate loss be rated if there is uncertainty about its activity?
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What is the primary reason for assessing the binder condition (dry/brittle) in flexible pavements?
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