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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

60m
zero
80m
64m

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Highway Engineering
The most suitable equipment for compacting clayey soils is a

pneumatic tyred roller
smooth wheeled roller
vibrator
sheep foot roller

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

0.02
0.025
0.03
0.04

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Highway Engineering
Equivalent factor of passenger car unit (PCU) for a passenger car as per IRC is

10
1.0
2.0
0.5

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Highway Engineering
“Dead Slow” is a

informatory sign
None of these
regulatory sign
warning sign

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Highway Engineering
The group index for a soil, whose liquid limit is 40 percent, plasticity index is 10 percent and percentage passing 75 micron IS sieve is 35, is

0
7
5
3

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