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Highway Engineering

Highway Engineering
The binder normally used in flexible pavement construction is

bitumen
cement
None of these
lime

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

two times the overtaking sight distance
three times the overtaking sight distance
overtaking sight distance
five 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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Highway Engineering
The most economical lighting layout which is suitable for narrow roads is

Single side lighting
Central lighting system
None of these
Staggered system

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Highway Engineering
The absolute minimum radius of curve for safe operation for a speed of 110 kmph is

220 m
110 m
440 m
577 m

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Highway Engineering
The group index for a soil, whose liquid limit is 40 percent, plasticity index is 10 percent and percentage passing 75 micron IS sieve is 35, is

3
0
7
5

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