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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

60m
80m
64m
zero

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Highway Engineering
If aggregate impact value is 20 to 30 percent, then it is classified as

satisfactory for road surfacing
strong
unsuitable for road surfacing
exceptionally strong

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

440 m
577 m
220 m
110 m

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Highway Engineering
The ductility value of bitumen for suitability in road construction should not be less than

10 cm
50cm
30 cm
20 cm

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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

20 kmph
16kmph
12kmph
8 kmph

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Highway Engineering
Maximum number of vehicles can be parked with

parallel parking
45° angle parking
30° angle parking
90° angle parking

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