Traffic and Highway Engineering
Traffic and Highway Engineering
5th Edition
ISBN: 9781305156241
Author: Garber, Nicholas J.
Publisher: Cengage Learning
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
A 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?
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?
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…
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