MindTap Engineering for Garber/Hoel's Traffic and Highway Engineering, 5th Edition, [Instant Access], 1 term (6 months)
MindTap Engineering for Garber/Hoel's Traffic and Highway Engineering, 5th Edition, [Instant Access], 1 term (6 months)
5th Edition
ISBN: 9781305577398
Author: Nicholas J. Garber; Lester A. Hoel
Publisher: Cengage Learning US
Question
Book Icon
Chapter 13, Problem 7P
To determine

(a)

Average unit cost for operating a standard vehicle on a level roadway.

Expert Solution
Check Mark

Answer to Problem 7P

   25%_

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 10%

Let the registration and insurance cost per mile as 8%

Let the maintenance cost per mile as 3%

Let the fuel cost per mile as 4%

The total cost required per mile by adding all the costs.

Total cost required per mile = 10% + 8% + 3% + 4%

Total cost required per mile = 25%.

Conclusion:

Therefore, the average cost required for operating a standard vehicle on a level roadway is  25% per mile.

To determine

(b)

Average unit cost for travel time for a truck.

Expert Solution
Check Mark

Answer to Problem 7P

  30%per hour - mile of travel._

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 35%

For the total unit costs using the relation

  Totalunitcosts=(Cost required per mile to operate the vehicle + cost required permileto operate truck) 

Substituting the values, we get

  Totalunitcosts=(25% + 35%) Totalunitcosts=60% .

Substitute the value of totalunitcosts=60% in the following equation Travel time cost=Total unit cost ×Average speed.

Let the average speed be 50mph.

Substitute 60% per mile for the total unit cost, we have

  Travel time cost=Total unit cost ×Average speedTravel time cost=60%×50mphTravel time cost=60100×50mphTravel time cost=30%per hour - mile of travel.

Conclusion:

Therefore, the estimate average unit cost for travel time for a truck is 30%per hour - mile of travel.

To determine

(c)

Average unit cost for single-vehicle property damage.

Expert Solution
Check Mark

Answer to Problem 7P

  $1059._

Explanation of Solution

Calculation:

The average unit cost for single-vehicle property damage.

  Average unit cost for single vehicle property damage =  Average property damage per crashNumber of crash

  Average property damage per crash=$1800

  The average number of vehicles involve in the crash=1.7

Substituting the values, we have

  Average unit cost for single vehicle property damage =  $18001.7Average unit cost for single vehicle property damage =  $1059.

Conclusion:

Therefore, the average unit cost forsingle-vehicle property damage is $1059.

To determine

(d)

Average unit cost for personal injury.

Expert Solution
Check Mark

Answer to Problem 7P

  $400._

Explanation of Solution

Calculation:

The average unit cost for personal injury.

Let the cost for X-ray be equal to $225.

Let the cost for emergency to be equal to $175.

  Total cost for personal injury = Cost for X-ray + cost for emergency.Total cost for personal injury = $225 + $175.Total cost for personal injury = $400.

Conclusion:

Therefore, the average unit cost for personal injury is $400.

To determine

(e)

The average unit cost for fatality.

Expert Solution
Check Mark

Answer to Problem 7P

  $100,000 to $4.5 million._

Explanation of Solution

Calculation:

The average unit cost for fatality.

It varies from $100,000 to $4.5 million.

Want to see more full solutions like this?

Subscribe now to access step-by-step solutions to millions of textbook problems written by subject matter experts!
Students have asked these similar questions
For this exercise, you are to design a roadway that is to carry 100,000 people a day (excluding truck occupants) – 50,000 in design direction. The vehicles that carry these people include; (1) personal vehicles (average occupancy of 1.2 people per car) 2-2 kip single axles, and (2) buses with 2-22 kip single axles (assume they are filled with an average of 40 passengers). There are also trucks on the roadway and all trucks have 1-40 kip triple axle, 1-32 kip tandem axle, and 1-8 kip single axle. You know that the soil CBR is 6, the initial PSI is 4.5 and the TSI is 2.5. Other values to be used:  All drainage coefficients = 1.0  Reliability = 90%  Overall standard deviation of traffic = 0.50  Concrete Modulus of Elasticity = 5.5 million lb/in2  Concrete Modulus of Rupture = 750 lb/in2  PCC load transfer coefficient = 3.0 Design a rigid and flexible pavement, to last 15 years, for a four-lane road (four lanes in design direction) with 400 trucks per day in the design direction, and…
A student records the number of vehicles that pass through a toll road lane, as shown in the following list Calculate: (b) what is the busiest current rate for each 5 minute period?
Question. 2Propagation speed of 45 km/hr and that each toll booth takes 6 seconds to service a car.Suppose the caravan of 10 cars begins immediately in front of the first toll booth, travels 20 km to a second toll booth, then another 40 km to a third toll booth, and finally stops immediately after the third tool booth. Thus, they travel a total of 60 km. What is the total end to-end delay?
Knowledge Booster
Background pattern image
Similar questions
SEE MORE QUESTIONS
Recommended textbooks for you
Text book image
Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning