Transportation Engineering Solved Multiple Choice Questions (MCQs) | Part 6
Q.1. What are the two major parameters considered in Marshall mix design?
- A. Workability and stability
- B. Density and stability
- C. Durability and stability
- D. Density and durability
C. Density and stability
Q.2. What is the correction factor applied for a sample of thickness 63.5 cm in Marshall Mix design?
- A. 1.5
- B. 0
- C. 1
- D. -1
C. 1
Q.3. The flow value as per Marshall Method is found out to be 18% and is found to be satisfactory.
- A. True
- B. False
B. False
Q.4. The Polished Stone Value Test is used to test which of the below property?
- A. Durability
- B. Roundness
- C. Crushing
- D. Abrasion
D. Abrasion
Q.5. Which of the below is not an example of filler in mix design?
- A. Cement
- B. Lime
- C. Rock Dust
- D. Bitumen
D. Bitumen
Q.6. What is the speciality of an open-graded bituminous mix?
- A. Binder is missing
- B. Coarse aggregate is missing
- C. Binder and filler are missing
- D. Fine aggregate is missing
D. Fine aggregate is missing
Q.7. Marshall Mix design method was developed by _____ in the year _____?
- A. George Marshall 1959
- B. Bruce Marshall 1939
- C. George Marshall 1949
- D. Bruce Marshall 1945
B. Bruce Marshall 1939
Q.8. There must be sufficient air voids in compacted bitumen.
- A. True
- B. False
A. True
Q.9. _________is a property that measures the level bending stress.
- A. Workability
- B. Stability
- C. Durability
- D. Flexibility
D. Flexibility
Q.10. Workability depends on the types of aggregate used.
- A. True
- B. False
A. True
Q.11. What is the aim of the pavement design process?
- A. Compaction
- B. Strength
- C. Weathering
- D. Thickness
D. Thickness
Q.12. ________ design needs to be conducted during the early phase of the project.
- A. Preliminary
- B. Primary
- C. Trial
- D. Initial
A. Preliminary
Q.13. In what shape is the compressive strength discussed in a flexible pavement?
- A. Truncated cone
- B. Circle
- C. Rectangle
- D. Cone
A. Truncated cone
Q.14. A road pavement should have which of the following features?
- A. Undulation
- B. Yielding
- C. Non-yielding
- D. Deflection
C. Non-yielding
Q.15. Which method is used to determine the most cost-effective design and construction procedure?
- A. Life cycle cost analysis
- B. Cost-benefit analysis
- C. Inductive economic analysis
- D. Deductive economic analysis
A. Life cycle cost analysis
Q.16. What is the first step in the construction process of a new pavement?
- A. Site investigation
- B. Evaluate drainage
- C. Traffic data
- D. Determining cross-section
C. Traffic Data
Q.17. Which of the below is not a pavement design category?
- A. New pavement
- B. Pavement reconstruction
- C. Pavement rehabilitation
- D. Pavement demolition
D. Pavement demolition
Q.18. ________ pavement has a concrete slab as the topmost layer.
- A. Rigid
- B. Flexible
- C. Portable
- D. Fixed
A. Rigid
Q.19. A parallel road is an example of new pavement construction.
- A. False
- B. True
B. True
Q.20. Which of the below is not an example of rigid pavement?
- A. Lean cement concrete
- B. Pre-stressed concrete
- C. Continuous reinforced concrete
- D. Jointed plain concrete
A. Lean cement concrete
Recommended Book (Click to Open):
1. Khanna and Justo (Highway Engineering)
*Self Typed
*Source- Internet, Books and Self-Analysis
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