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Highway Engineering

Highway Engineering
The recommended grade of tar for grouting purpose is

RT-5
RT-2
RT-3
RT-1

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Highway Engineering
Creep is the

Difference in level of two rails
Vertical movement of rail
Lateral movement of rail
Longitudinal movement of rail

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Highway Engineering
In CBR test the value of CBR is calculated at

5.0 mm penetration only
both 2.5 mm and 5.0 mm penetrations
7.5 mm penetration only
2.5 mm penetration only

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Highway Engineering
To calculate the minimum value of ruling radius of horizontal curves in plains, the design speed is given by

12kmph
16kmph
8 kmph
20 kmph

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Highway Engineering
Stopping sight distance is always

less than overtaking sight distance
None of these
equal to overtaking sight distance
more than overtaking sight distance

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Highway Engineering
When the width of car parking space and width of street are limited, generally preferred parking system is

Parallel parking
65° angle parking
90° angle parking
45° angle parking

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