A. 6
B. 11
C. 18
D. 24
Highway Engineering
Highway Engineering
A. spot speed data
B. origin and destination data
C. traffic volume data
D. accident data
A. traffic density attains maximum value whereas traffic volume becomes zero
B. traffic density and traffic volume both attain maximum value
C. traffic density and traffic volume both become zero
D. traffic density becomes zero whereas traffic volume attains maximum value
A. red
B. yellow
C. green
D. white
A. pie chart
B. spot maps
C. condition diagram
D. collision diagram
A. 1500 vehicles per hour
B. 2000 vehicles per hour
C. 2500 vehicles per hour
D. 3000 vehicles per hour
A. increases
B. decreases
C. first increases and then decreases after reaching a maximum value at optimum speed
D. first decreases and then increases after reaching a minimum value at optimum speed
A. increases
B. decreases
C. first decreases and then increases after reaching a minimum value at optimum speed
D. first increases and then decreases after reaching a maximum value at optimum speed
A. 1.0
B. 2.0
C. 0.5
D. 10
A. basic capacity
B. theoretical capacity
C. possible capacity
D. practical capacity
