Highway Engineering

A. equal radii and equal widths of pavement
B. equal radii but pavement width is more at entrance than at exit curve
C. equal pavement widths but radius is more at entrance curve than at exit curve
D. different radii and different widths of pavement

A. to designate traffic lanes
B. in roadways meant for two way traffic
C. to indicate that overtaking is not permitted
D. to designate proper lateral placement of vehicles before turning to different directions

A. circular
B. elliptical
C. tangent
D. turbine

A. stop lines
B. turn markings
C. crosswalk lines
D. lane lines

A. reduces right angled and rear end collisions
B. increases right angled and rear end collisions
C. reduces right angled collisions but may increase rear end collisions
D. reduces rear end collisions but may increase right angled collisions

A. regulatory sign
B. warning sign
C. informatory sign
D. none of the above

A. simultaneous system
B. alternate system
C. flexible progressive system
D. simple progressive system

A. level crossing
B. no parking
C. end of speed limit
D. overtaking prohibited

A. 6
B. 11
C. 18
D. 24

A. spot speed data
B. origin and destination data
C. traffic volume data
D. accident data