TMH9 Visual Assessment Manual: Flexible Pavements Quiz
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Questions and Answers

What is the recommended tool to remove aggregate from the surfacing when assessing the binder condition?

  • A screwdriver (correct)
  • A hammer
  • A chisel
  • A pair of pliers

What is the relationship between temperature and the brittleness of the binder?

  • Temperature has no effect on the brittleness of the binder.
  • Binder brittleness is not related to temperature.
  • Lower temperatures make the binder more brittle. (correct)
  • Higher temperatures make the binder more brittle.

What is the visual indication of a 'lively' binder?

  • Reddish-brown color
  • Grayish-white color
  • Dull and brownish color
  • Bright black color (correct)

According to Table B.9, what is the description of a binder that is degree 3?

<p>Binder appears dull (brownish), binder is brittle owing to hardening and/or aggregates can be dislodged from seal with relatively little effort. (D)</p> Signup and view all the answers

What additional clue can the inspection of the shrinkage crack pattern provide about the dryness of the binder?

<p>It can provide another indication of the dryness of the binder. (A)</p> Signup and view all the answers

Why is it important not to rely solely on the visual assessment of the road surface when evaluating the binder condition?

<p>The color of the aggregate can be misleading. (A)</p> Signup and view all the answers

Which of the following statements accurately describes the influence of temperature on bleeding?

<p>Surface tackiness and visible wheel prints in the binder are indicators of bleeding during hot weather. (C)</p> Signup and view all the answers

Which of the following statements is true regarding the assessment of binder condition in asphalt pavements?

<p>The extent should be rated as '5' unless the binder condition is rated as '0' or there are significant variations along the segment. (D)</p> Signup and view all the answers

Which of the following statements accurately describes the characteristics of a severely bleeding asphalt surface?

<p>The surface has a wet look, with a film of excess binder covering all stones in the wheel paths. (B)</p> Signup and view all the answers

Which of the following surface treatments is most likely to exhibit bleeding?

<p>Conventional dense-graded asphalt concrete (D)</p> Signup and view all the answers

Which of the following defects is directly associated with bleeding in asphalt pavements?

<p>Reduced surface texture depth (B)</p> Signup and view all the answers

Which of the following statements accurately describes the behavior of bituminous binders in asphalt pavements?

<p>Bituminous binders become less viscous and more fluid as temperature increases. (A)</p> Signup and view all the answers

What is the primary reason for binder films in surface treatments becoming dry and brittle over time?

<p>Loss of lighter, more volatile oils and aromatics, followed by oxidation (C)</p> Signup and view all the answers

How does the oxidation process in surface treatment binder films progress over time?

<p>The oxidized products dissolve in water and expose fresh surfaces after each rainfall, allowing oxidation to penetrate deeper (D)</p> Signup and view all the answers

Why is the loss of oils and oxidation in asphalt binders more restricted compared to surface treatments?

<p>The binder film in asphalts is thinner, and the low voids in the mix restrict access to air (A)</p> Signup and view all the answers

What is the primary indication that aggregate loss from a surface treatment is active and ongoing?

<p>General loss of stone from all layers in large areas (B)</p> Signup and view all the answers

How should aggregate loss be rated if there is uncertainty about its activity?

<p>Rate it as active to be conservative (C)</p> Signup and view all the answers

What is the primary reason for assessing the binder condition (dry/brittle) in flexible pavements?

<p>To assess the potential for raveling and aggregate loss (C)</p> Signup and view all the answers
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