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Highway Engineering

Highway Engineering
Normally maximum cant permissible in Meter Gauge is

90 mm
140 mm
165 mm
75 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

zero
80m
64m
60m

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Highway Engineering
The number of repetitions, which the pavement thickness designed for a given wheel load should be able to support during the life of pavement is

1000
100000
1000000
10000

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Highway Engineering
The binder normally used in flexible pavement construction is

cement
None of these
bitumen
lime

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Highway Engineering
Which of the following represents hardest grade of bitumen ?

80/100
30/40
100/120
60/70

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

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

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