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Jeopardy Roads, Routes, and HighwaysYou Call It! Cause and EffectMiscellanousPotpourri Distress ID 101 $100 $200 $300 $400 $500.

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Presentation on theme: "Jeopardy Roads, Routes, and HighwaysYou Call It! Cause and EffectMiscellanousPotpourri Distress ID 101 $100 $200 $300 $400 $500."— Presentation transcript:

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2 Jeopardy Roads, Routes, and HighwaysYou Call It! Cause and EffectMiscellanousPotpourri Distress ID 101 $100 $200 $300 $400 $500

3 Final Jeopardy Category: Pavement Design Two of the three primary HMA distresses commonly considered (directly or indirectly) when designing a new HMA pavement.

4 Roads, Routes, and Highways - $100 Where you can “get your kicks.”

5 Roads, Routes, and Highways - $200 This state has Interstate highways that connect to no other state.

6 Roads, Routes, and Highways - $300 The decade that the first asphalt pavement was constructed in the U.S. –1850s –1870s –1890s –1910s

7 Roads, Routes, and Highways - $400 In this Ray Charles song, a wronged woman makes this demand of her man.

8 Roads, Routes, and Highways - $500 One of two State Departments of Transportation that is not located in that State’s capital city (or its metropolitan area).

9 You Call It! - $100 The common name of this distress.

10 You Call It! - $200 The common name of this distress.

11 You Call It! - $300 The common name of this distress.

12 You Call It! - $400 The common name of the cracking in the photo.

13 You Call It! - $500 Daily Double!

14 You Call It! - $500 The name for this disintegration.

15 Cause and Effect - $100 The development of pumping, potholes, edge cracking, and the deterioration of cracks are influenced by the presence of this pavement enemy.

16 Cause and Effect - $200 Two common HMA distresses that are primarily caused by repeated traffic loads.

17 Cause and Effect - $300 The two general factors that influence the development of this distress.

18 Cause and Effect - $400 One of several factors that influences the development of this distress.

19 Cause and Effect - $500 One of several factors that contributes to the development of this type of cracking occurring over an existing pavement.

20 Miscellaneous - $100 a. c. b. d. This distress does not fit with the other three.

21 Miscellaneous - $200 One of several pavement-related characteristics/features to inspect as part of a drainage survey.

22 Miscellaneous - $300 This is one benefit of adopting a distress identification guide.

23 Miscellaneous - $400 This distress type does not fit with the others. a.Block cracking. b.Rutting. c.Fatigue (alligator) cracking. d.Shoving.

24 Miscellaneous - $500 One of these is not recognized as a potential cause of an observed longitudinal crack. a.Underlying movement of a longitudinal paving lane joint. b.HMA shrinkage. c.Permanent longitudinal displacement due to traffic pushing against the pavement. d.Initiation of fatigue cracking.

25 Potpourri - $100 This roadside growth is a sign of poor drainage.

26 Potpourri - $200 The three factors needed to characterize pavement distress in a distress survey.

27 Potpourri - $300 One of several causes of transverse cracks in HMA pavements.

28 Potpourri - $400 Three of the four stated “roles” of an HMA surface layer.

29 Potpourri - $500 In addition to pavement condition data, three other types of data that you would like to have to help evaluate an HMA pavement are these. Hint: A list of nine broad data categories were presented in Module 2-1.

30 Distress ID 101 - $100 Cracks that develop parallel to the centerline of the pavement are called this.

31 Distress ID 101 - $200 The fracture of asphalt concrete above joints in an underlying jointed concrete pavement layer is called this.

32 Distress ID 101 - $300 This distress is identified by a film of bituminous material on the pavement surface that creates a shiny, glass-like, reflective surface that may be tacky to the touch in warm weather.

33 Distress ID 101 - $400 The ejection of water and fine material through cracks in the pavement under moving loads is called this.

34 Distress ID 101 - $500 This distress is characterized by the permanent, longitudinal displacement of a localized area of the pavement surface caused by traffic pushing against the pavement.


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