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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
zero
64m
60m

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Highway Engineering
Highway facilities are designed for

annual average daily traffic
peak hourly volume of the year
annual average hourly volume
thirtieth highest hourly volume

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Highway Engineering
The maximum spacing of contraction joints in rigid pavements is

4.5 m
2.5 m
5.5m
3.5 m

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

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

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Highway Engineering
“Dead Slow” is a

None of these
informatory sign
warning sign
regulatory sign

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Highway Engineering
The most efficient traffic signal system is

flexible progressive system
simultaneous system
simple progressive system
alternate system

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