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Highway Engineering

Highway Engineering
Normally maximum cant permissible in Meter Gauge is

90 mm
75 mm
165 mm
140 mm

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Highway Engineering
For water bound macadam roads in localities of heavy rainfall, the recommended value of camber is

1 in 36
1 in 48
1 in 60
1 in 30

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Highway Engineering
For a 8° curve track diverging from a main curve of 5° in an opposite direction in the layout of a broad gauge yard, the cant to be provided for the branch track for maximum speed of 45 km/h on the main line and ‘G’ = 1.676 m is (Permitted cant deficiency for the main line = 7.6 cm)

7.432 cm
-0.168 cm
0.168 cm
7.768 cm

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Highway Engineering
When the bituminous surfacing is done on already existing black top road or over existing cement concrete road, the type of treatment given is

Prime coat
Spray of emulsion
Seal coat
Tack coat

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

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

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Highway Engineering
Creep is the

Vertical movement of rail
Longitudinal movement of rail
Difference in level of two rails
Lateral movement of rail

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