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Highway Engineering

Highway Engineering
The recommended grade of tar for grouting purpose is

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

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Highway Engineering
Bottom most layer of pavement is known as

base course
wearing course
subgrade
sub-base course

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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

Spray of emulsion
Prime coat
Seal coat
Tack coat

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Highway Engineering
In highway construction, rolling starts from

One side and proceed to other side
Any of the above
Sides and proceed to center
Center and proceed to sides

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Highway Engineering
The desirable length of overtaking zone as per IRC recommendation is equal to

five times the overtaking sight distance
overtaking sight distance
three times the overtaking sight distance
two times the overtaking sight distance

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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

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

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