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Highway Engineering

Highway Engineering
Compared to a level surface, on a descending gradient the stopping sight distance is

dependent on the speed
more
same
less

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Highway Engineering
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

2500 vehicles per hour
3000 vehicles per hour
2000 vehicles per hour
1500 vehicles per hour

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Highway Engineering
The walls which are necessary on the hill side of roadway where earth has to be retained from slipping is known as

None of these
parapet wall
breast wall
retaining wall

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Highway Engineering
Tyre pressure influences the

None of these
quality of surface course
both the above
total depth of pavement

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Highway Engineering
If the design speed is V kmph and deviation angle is N radians, then the total length of a valley curve in meters is given by the expression

3.8 (NV3)”2
3.8 NV”2
0.38 (NV3)”2
0.38 N V3/2

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Highway Engineering
Rigidity factor for a tyre pressure greater than 7 kg/cm² is

less than 1
zero
equal to 1
greater than 1

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