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
bartleby

Concept explainers

Question
100%
Book Icon
Chapter 13, Problem 14P
To determine

The preference of one alternative out of the three based on economic criteria by using the present worth, equivalent annual cost, benefit-cost ratio and rate of return methods.

Expert Solution & Answer
Check Mark

Answer to Problem 14P

Alternative 3- Intersection widening

Explanation of Solution

Given:

Analysis period = 20 years

Annual interest rate = 15 percent

MindTap Engineering for Garber/Hoel's Traffic and Highway Engineering, 5th Edition, [Instant Access], 1 term (6 months), Chapter 13, Problem 14P

Calculation:

Determine the present worth of alternative 1 (Traffic signals):

  PW1=340,000(10,000+450,000)(P/A1520)+25,000(P/F1520)(P/A1520)= ( 1+i )n1i ( 1+i )n= ( 1+0.15 ) 2010.15 ( 1+0.15 ) 20=6.26(P/F1520)=1 ( 1+i )n=1 ( 1+0.15 ) 20=0.0611PW1=340,000(10,000+450,000)(6.26)+25,000(0.0611)=$3218072.50

Determine the present worth of alternative 2 (Intersection widening):

  PW2=850,000(5,000+300,000)(P/A1520)+12,000(P/F1520)(P/A1520)= ( 1+i )n1i ( 1+i )n= ( 1+0.15 ) 2010.15 ( 1+0.15 ) 20=6.26(P/F1520)=1 ( 1+i )n=1 ( 1+0.15 ) 20=0.0611PW2=850,000(5,000+300,000)(6.26)+12,000(0.0611)=$2758566.80

Determine the present worth of alternative 3 (Grade separation):

  PW3=2,120,000(5,000+225,000)(P/A1520)(P/A1520)= ( 1+i )n1i ( 1+i )n= ( 1+0.15 ) 2010.15 ( 1+0.15 ) 20=6.26PW3=2,120,000(5,000+225,000)(6.26)=$3559800

The project with the highest present worth is alternative 2.

Determine the equivalent annual cost of alternative 1 (Traffic signals):

  EUAW=NPW[i ( 1+i ) n ( 1+i ) n1]EUAW1=3218072.50[0.15 ( 1+0.15 ) 20 ( 1+0.15 ) 201]EUAW1=$514891.60

Determine the equivalent annual cost of alternative 2 (Intersection widening):

  EUAW=NPW[i ( 1+i ) n ( 1+i ) n1]EUAW2=2758566.80[0.15 ( 1+0.15 ) 20 ( 1+0.15 ) 201]EUAW2=$441370.688

Determine the equivalent annual cost of alternative 3 (Grade separation):

  EUAW=NPW[i ( 1+i ) n ( 1+i ) n1]EUAW3=3559800[0.15 ( 1+0.15 ) 20 ( 1+0.15 ) 201]EUAW3=$569568

The project with the highest equivalent annual costis alternative 2.

Determine the benefit-cost ratioof alternative 1 (Traffic signals):

  BCR1=( 10,000+450,000)( P/A1520)+25,000( P/F1520)340,000(P/A1520)= ( 1+i )n1i ( 1+i )n= ( 1+0.15 ) 2010.15 ( 1+0.15 ) 20=6.26(P/F1520)=1 ( 1+i )n=1 ( 1+0.15 ) 20=0.0611BCR1=2878072.5340,000=8.465

Determine the benefit-cost ratio of alternative 2 (Intersection widening):

  BCR2=( 5,000+300,000)( P/A1520)+12,000( P/F1520)850,000(P/A1520)= ( 1+i )n1i ( 1+i )n= ( 1+0.15 ) 2010.15 ( 1+0.15 ) 20=6.26(P/F1520)=1 ( 1+i )n=1 ( 1+0.15 ) 20=0.0611BCR2=1908566.8850,000=2.245>1

Since BCR >1, we would select Alternative 2.

Determine the benefit-cost ratio of alternative 3 (Grade separation):

  BCR3=( 5,000+225,000)( P/A1520)2,120,000(P/A1520)= ( 1+i )n1i ( 1+i )n= ( 1+0.15 ) 2010.15 ( 1+0.15 ) 20=6.26BCR3=14398002,120,000=0.68<1

Since BCR is less than 1, we would not select Alternative 3

Determine the benefit-cost ratio of alternative 2 with respect to 1:

  BCR21=1,908,566.82,878,072.5850,000340,000=1.9

We reachthe same conclusion as previously, which is to select Alternative 2

Determine the rate of return (ROR)of alternative 1versus 2:

  NPW=0=(850,000340,000)(5,000+150,000)(P/Ai20)+(25,00012,000)(P/Fi20)

It is very difficult to solve this explicitly for i. By trial and error, we can easily find the i that makes the right side of the equation equal to the left side.

  510,000=155,000(P/Ai20)+13,000(P/Fi20)

Try i=30%,

  155,000(P/A3020)+13,000(P/F3020)=513911.62

For i=31%

  155,000(P/A3120)+13,000(P/F3120)=497684.2512

Then, we can try i=30.5% and by interpolation 30.237 % is the rate of return to make the left side to equal to the right side.

Since ROR is greater than 15 percent, we select Alternative 2

Determine the rate of return (ROR) of alternative 3 versus 1:

  NPW=0=(2,120,000340,000)(5,000+225,000)(P/Ai20)+(25,0000)(P/Fi20)

By trial and error, we can easily find the i that makes the right side of the equation equal to the left side.

  1,780,000=230,000(P/Ai20)+25,000(P/Fi20)

Try i=11%,

  230,000(P/A1120)+25,000(P/F1120)=1828464.62

For i=12%

  230,000(P/A1220)+25,000(P/F1220)=1715277.50

By interpolation 11.428 % is the rate of return to make the left side to equal to the right side.

Since the ROR is lower than 15 percent, we discard Alternative 3.

Conclusion:

The second alternative i.e. Intersection widening is selected by using the three economic methods.

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
subject
In one of the construction projects, a bulldozer is used for a weekly rent of $150, with a work rate of 10 hours per day, 50 minutes per hour, and 6 days per week. If you know that the dimensions of the bulldozer blade are 3 lengths and 1 m height, the slope of the pushed soil is (1:1), its speed when loaded is 45 m/min and when returning is 80 m/min, and the time for loading, unloading, and changing is 0.35 minutes, the transported soil is sandy, weighing 1650 kg/m3 by Bank volume and 1300 kg/m3 by loose volume, the transport distance is 300 m. If you know that using a tractor shovel costs $0.5 per m3, ma a decision about choosing the economical equipment to use in the project.
/ An irrigation project requires digging and paving an irrigation canal with alength of (30 km) and a semi-circular section with a diameter of (8 m). The work mustmbe completed within one year, and in the event of delay, a fine delay of $200/day. You have two options for work: 1st Option: using standard equipment (excavators, graders and hand labor) had a cost of $10/m3, the job will be finish without delay. 2nd Option: Use a channel trimmer machine with the following specifications: Purchase price ($70,000), it can be sold after its economic life of (5 years) for ($30,000), its speed (10m/hr), engine diesel with (250 hp) and its work 48 minutes/hr, capacity of crankcase is (50 liters), the number of hours between changing the oil (100 hr), the maintenance cost is (80%) of its depreciation, the price of one liter of fuel ($0.5/liter) and of oil ($1/liter), the operators' wages ($15,000/year), annual operating hours (2000 hr), and the owner must pay taxes of 10% of the average value of…
Knowledge Booster
Background pattern image
Civil Engineering
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
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