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Highway Engineering

Highway Engineering
One degree of curve is equivalent to (where R is the radius of curve in meters.)

1750/R
1600/R
1850/R
1700/R

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Highway Engineering
The method of design of flexible pavement as recommended by IRC is

CBR method
group index method
Benkelman beam method
Westergaard method

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Highway Engineering
The recommended grade of tar for grouting purpose is

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

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Highway Engineering
The particular places where pedestrians are to cross the pavement are properly marked by the pavement marking known as

lane lines
crosswalk lines
stop lines
turn markings

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Highway Engineering
The most efficient traffic signal system is

flexible progressive system
alternate system
simple progressive system
simultaneous system

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

6
24
18
11

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