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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
less
more
same

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Highway Engineering
The thickness of bituminous carpet varies from

50 to 75 mm
75 to 100 mm
100 to 120 mm
20 to 25 mm

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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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Highway Engineering
On a right angled road intersection with two way traffic, the total number of conflict points is

11
24
18
6

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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

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

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Highway Engineering
As per IRC recommendations, the maximum limit of super elevation for mixed traffic in plain terrain is

equal to camber
1 in 15
1 in 10
1 in 12.5

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