HIGHWAY ENGINEERING QUIZ

half the stopping distance

stopping distance

two times the stopping distance

three times the stopping distance

10%

no compensation

1 %

0.1 %

6%

3 %

4%

5 %

longitudinal joints

expansion joints

warping joints

contraction joints

75 to 100 mm

50 to 75 mm

100 to 120 mm

20 to 25 mm

500 vehicles per hour

500 vehicles per day

5000 vehicles per hour

5000 vehicles per day

5

3

4

2

1 in 60

1 in 30

1 in 48

1 in 36

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

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

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

parallel parking

90° angle parking

45° angle parking

30° angle parking