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Highway Engineering

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

2.5 m
3.5 m
4.5 m
5.5m

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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
The maximum thickness of expansion joint in rigid pavements is

10 mm
50 mm
25 mm
100 mm

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Highway Engineering
In highway construction on super elevated curves, the rolling shall proceed from

centre towards the sides
upper edge towards the lower edge
lower edge towards the upper edge
sides towards the centre

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Highway Engineering
As per IRC recommendations, the average level of illumination on important roads carrying fast traffic is

10 lux
20 lux
30 lux
15 lux

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Highway Engineering
The camber for hill roads in case of bituminous surfacing is adopted as

0.03
0.02
0.025
0.04

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