If b is the wheel track of a vehicle and h is the height of centre of gravity above road surface, then to avoid overturning and lateral skidding on a horizontal curve, the centrifugal ratio should always be

Highway Engineering
If b is the wheel track of a vehicle and h is the height of centre of gravity above road surface, then to avoid overturning and lateral skidding on a horizontal curve, the centrifugal ratio should always be

less than b/2h and greater than co-efficient of lateral friction

greater than b/2h and less than co-efficient of lateral friction

less than b/2h and also less than co-efficient of lateral friction

greater than b/2h and also greater than coefficient of lateral friction

less than b/2h and greater than co-efficient of lateral friction

greater than b/2h and less than co-efficient of lateral friction

less than b/2h and also less than co-efficient of lateral friction

greater than b/2h and also greater than coefficient of lateral friction

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Highway Engineering
The rail is designated by its

cross-section

weight

weight per unit length

length

cross-section

weight

weight per unit length

length

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Highway Engineering
For design, that length of transition curve should be taken which is

smaller of (A) and (B)

based on rate of change of super elevation

based on allowable rate of change of centrifugal acceleration

higher of (A) and (B)

smaller of (A) and (B)

based on rate of change of super elevation

based on allowable rate of change of centrifugal acceleration

higher of (A) and (B)

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Highway Engineering
Maximum number of vehicles can be parked with

parallel parking

45° angle parking

90° angle parking

30° angle parking

parallel parking

45° angle parking

90° angle parking

30° angle parking

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Highway Engineering
Bitumen of grade 80/100 means

its penetration value is 8 to 10 cm

its penetration value is 8 mm

its penetration value is 10 mm

its penetration value is 8 to 10 mm

its penetration value is 8 to 10 cm

its penetration value is 8 mm

its penetration value is 10 mm

its penetration value is 8 to 10 mm

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Highway Engineering
In hill roads the side drains arc provided

on both sides of road

only on the hill side of road

None of these

only on the opposite side of hill

on both sides of road

only on the hill side of road

None of these

only on the opposite side of hill

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Highway Engineering

Highway Engineering If b is the wheel track of a vehicle and h is the height of centre of gravity above road surface, then to avoid overturning and lateral skidding on a horizontal curve, the centrifugal ratio should always be

Highway Engineering The rail is designated by its

Highway Engineering For design, that length of transition curve should be taken which is

Highway Engineering Maximum number of vehicles can be parked with

Highway Engineering Bitumen of grade 80/100 means

Highway Engineering In hill roads the side drains arc provided

Highway Engineering
If b is the wheel track of a vehicle and h is the height of centre of gravity above road surface, then to avoid overturning and lateral skidding on a horizontal curve, the centrifugal ratio should always be

Highway Engineering
The rail is designated by its

Highway Engineering
For design, that length of transition curve should be taken which is

Highway Engineering
Maximum number of vehicles can be parked with

Highway Engineering
Bitumen of grade 80/100 means

Highway Engineering
In hill roads the side drains arc provided