(a)
Average unit cost for operating a standard vehicle on a level roadway.
Answer to Problem 7P
Explanation of Solution
Calculation:
The average unit cost for operating a standard vehicle on a level roadway is as follows:
Let the depreciation cost per mile as
Let the registration and insurance cost per mile as
Let the maintenance cost per mile as
Let the fuel cost per mile as
The total cost required per mile by adding all the costs.
Total cost required per mile
Total cost required per mile
Conclusion:
Therefore, the average cost required for operating a standard vehicle on a level roadway is
(b)
Average unit cost for travel time for a truck.
Answer to Problem 7P
Explanation of Solution
Calculation:
The average unit cost for travel time for a truck.
Let the cost required per mile to operate the truck as
For the total unit costs using the relation
Substituting the values, we get
Substitute the value of
Let the average speed be
Substitute
Conclusion:
Therefore, the estimate average unit cost for travel time for a truck is
(c)
Average unit cost for single-vehicle property damage.
Answer to Problem 7P
Explanation of Solution
Calculation:
The average unit cost for single-vehicle property damage.
Substituting the values, we have
Conclusion:
Therefore, the average unit cost forsingle-vehicle property damage is
(d)
Average unit cost for personal injury.
Answer to Problem 7P
Explanation of Solution
Calculation:
The average unit cost for personal injury.
Let the cost for X-ray be equal to
Let the cost for emergency to be equal to
Conclusion:
Therefore, the average unit cost for personal injury is
(e)
The average unit cost for fatality.
Answer to Problem 7P
Explanation of Solution
Calculation:
The average unit cost for fatality.
It varies from $100,000 to $4.5 million.
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Chapter 13 Solutions
MindTap Engineering for Garber/Hoel's Traffic and Highway Engineering, 5th Edition, [Instant Access], 1 term (6 months)
- Harrow_forwardList six transportation simulation models or software systems described in the Highway Capacity Manual 2000 or elsewhere and elaborate on five (5) of these models/software systems.arrow_forwardA student records the number of vehicles that pass through a toll road lane, as shown in the following list Calculate: (c) what is the busiest flow rate for a 15-minute period in this lane?arrow_forward
- 10 please helparrow_forwardMatch the following: Number of subtasks that a driver needs to perform Number of classes of vehicles in FHWA classification of motorized vehicles Number of freeway segments defined in the HCM manuali Number of bike facilities defined in HCM Number of elements in any transportation environment per HCM manual a. 6 b. 15 c. 3 d. 13 e. 4 f. 5 g. 10arrow_forwardDescribe the principles of transportation system performance measurement and evaluation.arrow_forward
- A simple work mode choice is estimated from data in a small urban area to determine the probabilities of individual travelers selecting various modes. The mode choice includes auto-drive alone (DL), auto-shared ride (SR) and Bus (B), and the utility functions are estimated asUDL = 2.2 - 0.2(Cost DL) - 0.03(travel time DL)USR = 0.8 - 0.2(cost SR) - 0.03(travel time SR)UB = - 0.2(cost B) - 0.01(travel time BWhere cost is in Rand and time in minutes. Between a residential area and an industrial complex, 4000 workers (generating vehicle based trips) depart for work during the peak hour. For all workers, the cost of driving an automobile is R 4.00 with travel time of 20 minutes and the bus fare is 50 cents with a travel time of 25 minutes. If the shared ride option always consists of two travelers sharing costs equally, how many workers will take each mode.arrow_forwardA student records the number of vehicles that pass through a toll road lane, as shown in the following list Calculate: (a) what is the volume of vehicles per hour?arrow_forwardScheduled maintenance will close two of the four westbound lanes of a freeway during one weekday for the period from 9:00 AM to 4:00 PM. The demand on the two lanes are as follows: Time Demand, vph 9:00-10:00 AM 4000 10:00-11:00 AM 3500 11:00-12:00 NN 2500 12:00-1:00 PM 2000 1:00-2:00 PM 2000 2:00-3:00 PM 2000 3:00-4:00 PM 2000 If the estimated capacity of the 4 lanes with 2 lanes open is 2960 vph, a. compute the time when maximum queue occurs. 11:00 AM b. compute the maximum queue formed. 1580 vehicles c. compute the maximum length of queue if the average length of cars is equal to 5 meters. 1975 m Show all necessary diagrams and solutions.arrow_forward
- Automobile Transit 0 10 Model Parameter X₁, waiting time (min.) X₂, travel time (min.) X₁. parking time (min.) 20 35 5 0 X4, out-of-pocket cost (cents) 225 100 A. calibration constant -0.33 -0.27 B. After implementing service improvements to the mass transit, the mode split changed to 81.4% private automobile use and 18.6% mass transit use. Determine a value for the waiting time for the mass transit mode that reflects this shift in mode split.arrow_forwardNote: Read the question carefully and give me BOTH right solutions with clear calculations. Vehicles begin to arrive at a toll booth at 5 vehicles per minute from 7 AM to 8 AM. The booth opens at 7:15 AM and services at a rate of 3 vehicles per minute until 7:45 AM. From 7:45 AM until 8 AM the service rate is 6 vehicles per minute. Assuming D/D/1 queuing, (A) have all vehicles that arrived between 7AM and 8AM exited the queue? and (B) what is the total vehicle delay while the queue exists?arrow_forwardSubject: Transportation engineeringarrow_forward
- Traffic and Highway EngineeringCivil EngineeringISBN:9781305156241Author:Garber, Nicholas J.Publisher:Cengage Learning