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Highway Engineering

Highway Engineering
If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is

120m
60m
180m
30m

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

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

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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

7
5
0
3

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Highway Engineering
Bitumen of grade 80/100 means

its penetration value is 8 to 10 cm
its penetration value is 8 mm
its penetration value is 10 mm
its penetration value is 8 to 10 mm

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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
80m
zero
64m

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Highway Engineering
The aggregates required for one kilometer length of water bound macadam road per meter width and for 10 mm thickness is

8 cubic meter
12 cubic meter
10 cubic meter
15 cubic meter

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