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Highway Engineering

Highway Engineering
Which of the following is known as design capacity ?

basic capacity
theoretical capacity
possible capacity
practical capacity

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Highway Engineering
When the bituminous surfacing is done on already existing black top road or over existing cement concrete road, the type of treatment given is

Tack coat
Prime coat
Spray of emulsion
Seal coat

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Highway Engineering
The camber for hill roads in case of bituminous surfacing is adopted as

0.03
0.04
0.02
0.025

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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

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

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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
64m
80m
zero

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Highway Engineering
The ruling design speed on a National Highway in plain terrain as per IRC recommendations is

60 kmph
100 kmph
80 kmph
120 kmph

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