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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
In the penetration macadam construction, the bitumen is

None of these
Sprayed before the aggregates are spread and compacted
Premixed with aggregates and then spread
Sprayed after the aggregates are spread and compacted

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Highway Engineering
The most efficient traffic signal system is

flexible progressive system
simple progressive system
alternate system
simultaneous system

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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)

7.768 cm
-0.168 cm
7.432 cm
0.168 cm

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

20 lux
10 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
0.04
0.025

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