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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
The aggregates required for one kilometer length of water bound macadam road per meter width and for 10 mm thickness is

12 cubic meter
10 cubic meter
8 cubic meter
15 cubic meter

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Highway Engineering
The diagram which shows all important physical conditions of an accident location like roadway limits, bridges, trees and all details of roadway conditions is known as

spot maps
pie chart
condition diagram
collision diagram

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Highway Engineering
The most efficient traffic signal system is

alternate system
simultaneous system
flexible progressive system
simple progressive system

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

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

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

3.5 m
4.5 m
5.5m
2.5 m

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