Question

3. An engineering company has presented three designs to improve traffic flow at a major intersection in a heavily traveled suburban area. The first alternative involves traffic signaling. The second alternative includes traffic signal improvement and intersection widening for exclusive left turns. The third alternative includes extensive reconstruction, including a grade separation structure. The construction costs, as well as annual maintenance and user costs are listed in the following table for each alternative. Determine which alternative is preferred based on the economic criteria if the analysis period is 20 years and the annual interest rate is 15 percent. Show that the result is the same using the present worth, equivalent annual cost, and the rate of return methods. Annual CapitalMaintenance Annual User Salvage Costs (S) | Costs Value(s), (5) 15,000 10,000 9,000 8,000 Alternative Costs (S) Present condition Traffic signals Intersection widening Grade separation 450,000 890,000 1,350,000 500,000 401,000 15,000 350,000 11,000 301,000

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Answer #1

Present Worth Method:-

Traffic Signals: =-$4,50,000-$10,000(20 Years,15%) -$4,01,000(20 Years,15%)+$15,000

                                =-$4,50,000-$62593-$2509991+$917

                                =-$30,21,667

                             

Intersection Widening: =-$8,90,000-$9000(20 Years,15%) -$3,50,000(20 Years,15%)+$10,000

                                =-$8,90,000-$5,6334-$21,90,765+$$611

                                =-$31,36,488

Grade Seperation:

=-$13,50,000-$8000(20 Years,15%) -$3,01,000(20 Years,15%)

                                =-$13,50,000-$50,075-$1884058

                                =-$32,84,133

Equivalent annual cost method:

Traffic Signals:

Particulars

  1. Years

20years

End of the 20th year

Capital cost

-45000

Annual maintenence

-10000

Annual user cost

-401000

Salvage value

15000

Total

-45000

-25,72,585

916

=-$26,16,669

Equivalent annual cost method:

Intersection widening

Particulars

  1. Years

20years

End of the 20th year

Capital cost

-890000

Annual maintenence

-9000

Annual user cost

-350000

Salvage value

11000

Total

-890000

-2247099

672

=$31,36,427

Equivalent annual cost method:

Intersection widening

Particulars

  1. Years

20years

End of the 20th year

Capital cost

-1350000

Annual maintenence

-8000

Annual user cost

-301000

Salvage value

Total

-1350000

-1934132

=$32,84,132

Rate of Return method:

Traffic Signals:

Particulars

  1. Years

20years

End of the 20th year

Capital cost

-45000

Annual maintenence

-10000

Annual user cost

-401000

Salvage value

15000

Total

-45000

-25,72,585

916

=-$26,16,669

Rate of Return method::

Intersection widening

Particulars

  1. Years

20years

End of the 20th year

Capital cost

-890000

Annual maintenence

-9000

Annual user cost

-350000

Salvage value

11000

Total

-890000

-2247099

672

=$31,36,427

Rate of Return method::

Intersection widening

Particulars

  1. Years

20years

End of the 20th year

Capital cost

-1350000

Annual maintenence

-8000

Annual user cost

-301000

Salvage value

Total

-1350000

-1934132

=$32,84,132

Decision: as per the given information Traffic Signals is the best method to choose in that the least investment can be done

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    Three designs have been proposed to improve traffic flow at a major intersection in a heavily traveled suburban area. For the present condition the annual maintenance cost is $100,000. The first alternative is to improve traffic signals. The second alternative includes traffic signal improvements and intersection widening. The third alternative involves extensive work including grade separation. Using Benefit Cost Ratio, determine the most suitable alternative if the analysis period is 20 years and the annual interest is 10%. Additional information...

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