A. 1.85m
B. 2.44 m
C. 3.81 m
D. 4.72 m
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Related Mcqs:
- The method of design of flexible pavement as recommended by IRC is____________?
- A. group index method B. CBR method C. Westergaard method D. Benkelman beam method...
- When the width of kerb parking space and width of street are limited, generally preferred parking system is________________?
- A. parallel parking B. 45° angle parking C. 65° angle parking D. 90° angle parking...
- As per IRC recommendations, the maximum limit of super elevation for mixed traffic in plain terrain is_______________?
- A. 1 in 15 B. 1 in 12.5 C. 1 in 10 D. equal to camber...
- If the stopping distance and average length of a vehicle are 18 m and 6 m respectively, then the theoretical maxi¬mum capacity of a traffic lane at a speed of 10 m/sec is________________?
- A. 1500 vehicles per hour B. 2000 vehicles per hour C. 2500 vehicles per hour D. 3000 vehicles per hour...
- 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...
- 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...
- The transition curve used in the horizontal alignment of highways as per IRC recommendations is_______________?
- A. spiral B. lemniscate C. cubic parabola D. any of the above...
- The value of ruling gradient in plains as per IRC recommendation is______________?
- A. 1 in 12 B. 1 m 15 C. 1 in 20 D. 1 in 30...
- 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...
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