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Quiz : 4 – Highway Engineering (Part-I)

 

1. The important factor considered in the design of summit curves on highways is

a) comfort to passenger

b) sight distance

c) superelevation

d) impact factor

Answer

 

2. If the design speed is 80 kmph, perception reaction time is 3 seconds and coefficient of friction is 0.5, the safe stopping sight distance is _________.

Answer

 

3. On sag (or valley) curves the available sight distance is determined based on

a) design speed

b) height of obstacle

c) height of driver eye

d) nighttime driving conditions

Answer

 

4. The value of the camber recommended for cement concrete roads n areas of heavy rainfall is

a) 1 in 25

b) 1 in 33

c) 1 in 40

d) 1 in 50

Answer

 

5. The design value of lateral friction coefficient of highway is

a) 1.5

b) 0.50

c) 0.35

d) 0.15

Answer

 

6. Camber on highway pavement is provided to take care of

a) Centrifugal force

b) Drainage

c) Sight Distance

d) Off-tracking

Answer

 

7. The co-efficient of frictin in the longitudinal direction of a highway is estimated as 0.396. The braking distance for a car moving at a speed of 65 km/hr is

a) 87 m

b) 45 m

c) 42 m

d) 40 m

Answer

 

8. The design speed for a two-lane road is 80 kmph. When a design vehicle with a wheelbase of 6.6 m is negotiting a horizontal curve on that road, the off-tracking is measured as 0.096 m. The required widening of carriageway of the two-lane road on the curve is approximately.

a) 0.55 m

b) 0.65 m

c) 0.75 m

d) 0.85 m

Answer

 

9. Mud pumping is commonly associated with

a) bituminous penetration macadam construction

b) cement concrete pavement on granular subgrade

c) premixed bituminous construction

d) cement concrete pavement on clay subgrade

Answer

 

10. Road roughness is measured using

a) Benkelman beam

b) Bump integrator

c) Dynamic cone penetrometer

d) Falling weight deflectometer

Answer

b) sight distance
117.11 m
c) height of driver eye
d) 1 in 50
d) 0.15
b) Drainage
c) 42 m
c) 0.75 m
d) cement concrete pavement on clay subgrade
b) Bump integrator
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