Transportation Engineering MCQ | Part 8

Q. 1. A bituminous pavement over a lean cement concrete base is a A. Rigid pavement B. Semi-rigid pavement C. Flexible pavement D. None of these

Transportation Engineering Multiple Choice Questions MCQs | Part 8 | By Ashutosh Nautiyal





      Transportation Engineering Multiple Choice Questions MCQs | Part 8 | By Ashutosh Nautiyal









    Q. 1. A bituminous pavement over a lean cement concrete base is a 


    • A. Rigid pavement
    • B. Semi-rigid pavement
    • C. Flexible pavement
    • D. None of these
     

    B. Semi-rigid pavement



    Q. 2. Which of the following parking patterns allows the maximum number of car/vehicles parking facility


    • A. Parallel parking
    • B. 75 angle parking
    • C. 45 angle parking
    • D. Right angle parking
     

    D. Right angle parking



    Q. 3. The concrete edge is expected to sustain an infinite number of repetitions for a stress ratio of 


    • A. 0.45
    • B. 0.50
    • C. 0.55
    • D. 0.44
     

    A. 0.45



    Q. 4. In a traffic stream, if demand is distributed uniformly, the peak hour factor will be near to


    • A. 0
    • B. 1
    • C. 0.5
    • D. None of these
     

    B. 1



    Q. 5. The BIS recommends an average level of illumination for the important road is 


    • A. 40 lux 
    • B. 10 lux
    • C. 30 lux
    • D. 20 lux
     

    C. 30 lux



    Q. 6. ESWL at depth 2S is equal to


    • A. 0.5 P
    • B. 2 P
    • C. 3 P
    • D. P
     

    B. 2P



    Q. 7. As per IRC, traffic sign of speed limit should be 


    • A. Octagonal shape
    • B. Triangular shape
    • C. Circular shape
    • D. Hexagonal shape
     

    B. Triangular shape



    Q. 8. Which factors influence might visibility on highways?


    • A. Size of objects
    • B. Reflecting characteristics of the pavement surface
    • C. Brightness of objects 
    • D. All of these
     

    D. All of these



    Q. 9. The structural number (SN) of flexible pavement is a function of


    • A. Depth of the layer
    • B. Layer co-efficient
    • C. Both 
    • D. None
     

    C. Both



    Q. 10. Cloverleaf is a type of intersection of which of the following types? 


    • A. Space sharing intersection 
    • B. Flyover
    • C. Interchange
    • D. Time-sharing intersection 
     

    C. Interchange 



    Q. 11. As per IRC, the grade-separated pedestrian crossing at the location where the signal cycle time exceeds


    • A. 240 sec
    • B. 120 sec
    • C. 60 sec
    • D. 180 sec
     

    B. 120 sec



    Q. 12. If the width of the side-walk is 2 m, then how many persons can move per hour in one way 


    • A. 3,400
    • B. 4,000
    • C. 1,600
    • D. 2,400
     

    D. 2,400



    Q. 13. As per IRC, the at-grade pedestrian crossing is provided at the location where the accident number is more than


    • A. 5
    • B. 10
    • C. 20
    • D. 15
     

    A. 5



    Q. 14. For 1.5 m width of side-walk, how much traffic can move per hour in one way


    • A. 3,400
    • B. 1,600
    • C. 1,200
    • D. 2,400
     

    C. 1200



    Q. 15. The width of the side-walks or footpaths depends on 


    • A. Number of vehicle users
    • B. Pedestrian 
    • C. Vehicular flow
    • D. Pedestrian flow
     

    D. Pedestrian flow



    Q. 16. Foot over the bridge is a type of 


    • A. At-grade pedestrian crossing
    • B. Grade separated pedestrian crossing
    • C. Both 
    • D. None of these
     

    B. Grade separated pedestrian crossing 



    Q. 17. As per IRC, the at-grade pedestrian crossing facility is provided at the location where the approaching vehicles speed exceed


    • A. 70 km
    • B. 65 km 
    • C. 60 km
    • D. 55 km 
     

    B. 65 km



    Q. 18. Grade separated pedestrian crossing is 


    • A. Pedestrian survey
    • B. Foot over the bridge
    • C. Both 
    • D. None of these
     

    C. Both 



    Q. 19. Traffic signals are used in 


    • A. Controlled 
    • B. Uncontrolled
    • C. Both
    • D. None of the above; types of pedestrian crossing
     

    A. Controlled



    Q. 20. The minimum width of the side-walk is  


    • A. 2.5 m
    • B. 1 m
    • C. 2 m
    • D. 1.5 m
     

    D. 1.5 m






    Recommended Book (Click to Open):

    1. Khanna and Justo (Highway Engineering)









    *Self Typed

    *Source- Internet, Books and Self-Analysis

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    About the Author

    Mr. Ashutosh Nautiyal is a student who is pursuing his post-graduation (MBA in Infrastructure Development and Management) from SCMHRD, Pune. He has done his B.Tech in Civil Engineering from BTKIT, Dwarahat and his schooling from Omkarananda Saraswat…

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