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Highway Engineering

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

7
0
5
3

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Highway Engineering
Normally maximum cant permissible in Meter Gauge is

165 mm
140 mm
90 mm
75 mm

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Highway Engineering
If the design speed is V kmph and deviation angle is N radians, then the total length of a valley curve in meters is given by the expression

3.8 (NV3)”2
0.38 (NV3)”2
3.8 NV”2
0.38 N V3/2

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Highway Engineering
If the stopping distance and average length of a vehicle are 18 m and 6 m respectively, then the theoretical maxi¬mum capacity of a traffic lane at a speed of 10 m/sec is

1500 vehicles per hour
2500 vehicles per hour
3000 vehicles per hour
2000 vehicles per hour

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Highway Engineering
“Dead Slow” is a

regulatory sign
warning sign
None of these
informatory sign

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Highway Engineering
The attainment of super elevation by rotation of pavement about the inner edge of the pavement

is preferable in steep terrain
does not change the vertical alignment of road
avoids the drainage problem in flat terrain
results in balancing the earthwork

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