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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

80m
64m
zero
60m

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Highway Engineering
Scientific planning of transportation system and mass transit facilities in cities should be based on

origin and destination data
traffic volume data
spot speed data
accident data

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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

100000
10000
1000000
1000

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Highway Engineering
The fundamental factor in the selection of pavement type is

climatic condition
availability of funds for the construction project
subgrade soil and drainage conditions
type and intensity of traffic

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Highway Engineering
The maximum allowable Los Angeles abrasion value for high quality surface course is

0.3
0.2
0.45
0.1

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Highway Engineering
The minimum design speed for hairpin bends in hill roads is taken as

50 kmph
20 kmph
40 kmph
30 kmph

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