
Principles of Transportation Engineering
Quiz by Lance Daniel Moreno
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- Q1
The average of 24-hour traffic counts collected every day in the year.
Average annual daily traffic (AADT)
Average daily traffic (ADT)
Vehicle miles of travel (VMT)
Peak hour volume (PHV)
30s - Q2
The average of 24-hour traffic counts collected over a number of days greater than one but less than a year.
Peak hour volume (PHV)
Average daily traffic (ADT)
Average annual daily traffic (AADT)
Vehicle miles of travel (VMT)
30s - Q3
The maximum number of vehicles that pass a point on a highway during a period of 60 consecutive minutes.
Density of traffic
Peak hour volume
Traffic volume
Traffic capacity
30s - Q4
The number of accidents for 6 years recorded in a certain section of a highway is 589. If the average daily traffic is 476, determine the accident rate per million entering vehicles.
656
556
625
565
30s - Q5
It is observed that 50 traffic crashes occurred on a 20-mile long section of Route 120 in one year. If the average daily traffic on the section was 5500 vehicles determine the rate of fatal crashes per 100 million vehicle-mile if 6% of the crashes involved fatalities.
124.53
7.47
8.54
142.36
30s - Q6
Data on a traffic accident recorded on a certain intersection for the past 5 years has an accident rate of 416 per million entering vehicles. If the average daily traffic entering the intersection is 504 find the total number accidents during the 5 year period.
325
362
452
383
30s - Q7
Passenger cars arrive at the stop sign at an average rate of 280 per hour. Average departure time at the stop sign is 12 sec. If both arrivals and departures are exponentially distributed, what would be the average waiting time per vehicle in minutes?
2.0
2.5
2.8
3.1
30s - Q8
A stop sign is installed in one of the road intersections. Rate of arrival at a stop sign is 300 veh/hr and the average waiting time at the stop sign is 10 sec. per vehicle. If both arrivals and departures are exponentially distributed, determine the average queue length.
4.16 vehicles
2.08 vehicles
3.16 vehicles
3.08 vehicles
30s - Q9
The number of vehicles occupying a unit length of lane roadway at a given instant, usually expressed in vehicle per kilometer.
Theoretical max. capacity
Traffic capacity
Traffic volume
Traffic density
30s - Q10
The difference between the time the front of a vehicle arrives at a point on the highway and the time the front of the next vehicle arrives at the same point.
Time lag
Time headway
Gap
Regression time
30s - Q11
The arithmetic mean of the speeds of vehicles passing a point on a highway during an interval of time.
Instantaneous speed
Average speed
Space mean speed
Time mean speed
30s - Q12
The harmonic mean of the speed of vehicles passing a point on a highway during an interval of time. It is obtained by dividing the total distance travelled by two or more vehicles on a section of a highway by the total time required by these vehicles to travel that distance.
Time mean speed
Space mean speed
Average speed
Instantaneous speed
30s - Q13
Three cars travel over a 60 m. section of highway at constant speeds of 19, 20 and 25 m/s. Compute the time mean speed for this condition.
23.11 m/s
18.98 m/s
21.33 m/s
19.75 m/s
30s - Q14
There are 9 vehicles observed in a 300 m section of McArthur highway. If the average time headway is 4 sec., compute the space mean speed of the vehicles in kph
40 kph
25 kph
35 kph
30 kph
30s - Q15
The rate flow at a point in the highway is 1200 vehicles/hour. Find the space mean speed if the density of traffic is 25 vehicles per mile.
48 mph
47 mph
45 mph
46 mph
30s