HIGHWAY ENGINEERING QUIZ

more than overtaking sight distance

less than overtaking sight distance

None of these

equal to overtaking sight distance

less than that in tar

more than that in tar

None of these

equal to that in tar

All of these

Minimum and maximum values of group index can be 0 and 20 respectively

More the value of group index, less thickness of pavement will be required

More the value of CBR, greater thickness of pavement will be required

its penetration value is 8 to 10 cm

its penetration value is 10 mm

its penetration value is 8 mm

its penetration value is 8 to 10 mm

1 in 36

1 in 30

1 in 48

1 in 60

overtaking prohibited

no parking

end of speed limit

level crossing

15%

25%

20%

75%

20 kmph

16kmph

8 kmph

12kmph

An empirical method based on physical properties of sub-grade soil

An empirical method based on strength characteristics of sub-grade soil

A semi empirical method

A theoretical method

diverging to the left side and merging from right

diverging to the left side and merging from left

diverging to the right side and merging from left

diverging to the right side and merging from right