A. group index method
B. CBR method
C. Westergaard method
D. Benkelman beam method
Related Mcqs:
- Group index method of design of flexible pavement is_______________?
A. a theoretical method
B. an empirical method based on physical properties of subgrade soil
C. an empirical method based on strength characteristics of subgrade soil
D. a semi empirical method - The particular places where pedestrians are to cross the pavement are properly marked by the pavement marking known as________________?
A. stop lines
B. turn markings
C. crosswalk lines
D. lane lines - The number of repetitions, which the pavement thickness designed for a given wheel load should be able to support during the life of pavement is______________?
A. 1000
B. 10000
C. 100000
D. 1000000 - The maximum width of a vehicle as recommended by IRC is________________?
A. 1.85m
B. 2.44 m
C. 3.81 m
D. 4.72 m - The ruling design speed on a National Highway in plain terrain as per IRC recommendations is_____________?
A. 60 kmph
B. 80 kmph
C. 100 kmph
D. 120 kmph - Flexible pavement distribute the wheel load_____________?
A. directly to subgrade
B. through structural action
C. through a set of layers to the subgrade
D. none of the above - The binder normally used in flexible pavement construction is________________?
A. cement
B. lime
C. bitumen
D. none of the above - The desirable length of overtaking zone as per IRC recommendation is equal to________________?
A. overtaking sight distance
B. two times the overtaking sight distance
C. three times the overtaking sight distance
D. five times the overtaking sight distance - Equivalent factor of passenger car unit (PCU) for a passenger car as per IRC is_____________?
A. 1.0
B. 2.0
C. 0.5
D. 10 - As per IRC recommendations, the average level of illumination on important roads carrying fast traffic is______________?
A. 10 lux
B. 15 lux
C. 20 lux
D. 30 lux
