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Highway Engineering

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
64m
80m
60m

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Highway Engineering
To calculate the minimum value of ruling radius of horizontal curves in plains, the design speed is given by

12kmph
16kmph
8 kmph
20 kmph

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Highway Engineering
If the design speed is V kmph and deviation angle is N radians, then the total length of a valley curve in meters is given by the expression

0.38 (NV3)”2
0.38 N V3/2
3.8 NV”2
3.8 (NV3)”2

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Highway Engineering
On a horizontal curve if the pavement is kept horizontal across the alignment, then the pressure on the outer wheels will be

more than the pressure on inner wheels
equal to the pressure on inner wheels
zero
less than the pressure on inner wheels

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Highway Engineering
Bitumen of grade 80/100 means

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

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Highway Engineering
The thickness of bituminous carpet varies from

100 to 120 mm
75 to 100 mm
50 to 75 mm
20 to 25 mm

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