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Highway Engineering

Highway Engineering
For rapid curing cutbacks, the oil used is

gasoline
light diesel
heavy diesel
kerosene oil

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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

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

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Highway Engineering
Maximum number of vehicles can be parked with

90° angle parking
parallel parking
45° angle parking
30° angle parking

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Highway Engineering
The value of ruling gradient in plains as per IRC recommendation is

1 in 20
1 in 30
1 in 12
1 m 15

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Highway Engineering
Normally maximum cant permissible in Meter Gauge is

140 mm
90 mm
165 mm
75 mm

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Highway Engineering
Which of the following represents a carpet of sand-bitumen mix without coarse aggregates ?

bituminous concrete
bituminous carpet
sheet asphalt
mastic asphalt

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