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Highway Engineering

Highway Engineering
If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be

60m
80m
zero
64m

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Highway Engineering
Maximum number of vehicles can be parked with

90° angle parking
45° angle parking
30° angle parking
parallel parking

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Highway Engineering
The maximum width of a vehicle as recommended by IRC is

2.44 m
3.81 m
4.72 m
1.85 m

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Highway Engineering
If the average center to center spacing of vehicles is 20 meters, then the basic capacity of a traffic lane at a speed of 50 kmph is

1000 vehicles per hour
2500 vehicles per hour
2000 vehicles per hour
2500 vehicles per day

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Highway Engineering
On a single lane road with two way traffic, the minimum stopping sight distance is equal to

half the stopping distance
stopping distance
three times the stopping distance
two times the stopping distance

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Highway Engineering
For a 8° curve track diverging from a main curve of 5° in an opposite direction in the layout of a broad gauge yard, the cant to be provided for the branch track for maximum speed of 45 km/h on the main line and ‘G’ = 1.676 m is (Permitted cant deficiency for the main line = 7.6 cm)

7.432 cm
0.168 cm
-0.168 cm
7.768 cm

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