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Highway Engineering

Highway Engineering
The value of ruling gradient in plains as per IRC recommendation is

1 in 30
1 m 15
1 in 12
1 in 20

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Highway Engineering
The stopping sight distance depends upon

All of these
speed of vehicle
efficiency of brakes
total reaction time of driver

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Highway Engineering
RC-2, MC-2 and SC-2 correspond to

viscosity in increasing order from RC-2 to SC-2
same viscosity
viscosity in decreasing order from RC-2 to SC-2
None of these

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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

16kmph
8 kmph
20 kmph
12kmph

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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

condition diagram
collision diagram
pie chart
spot maps

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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

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

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