Traffic and Highway Engineering
Traffic and Highway Engineering
5th Edition
ISBN: 9781305156241
Author: Garber, Nicholas J.
Publisher: Cengage Learning
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Chapter 13, Problem 13P
To determine

The best alternative by using present worth analysis.

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Two alternatives are under consideration for maintenance of a bridge. Select the mostcost-effective alternative using present worth analysis. Assume an interest rate of10% per year and a design life of 50 years for each alternative.Alternative A consists of annual maintenance costs of $5,000 per year for the designlife except for:Year 20, in which bridge deck repairs will cost $20,000Year 30, in which a deck overlay and structural repairs will cost $105,000Alternative B consists of annual maintenance costs of $3,000 per year for the designlife except for:Year 20, in which bridge deck repairs will cost $35,000Year 30, in which a deck overlay and structural repairs will cost $85,000
The proposed steel bridge has an indefinite life. The initial cost of the bridge is $3,750,000 and annual maintenance costs are estimated to be $25,000. The bridge deck will be resurfaced every 10 years for $900,000 and anti-corrosion paint will be applied every 5 years for $250,000. If the interest rate is 8%, what is the EUAC?
A road is being proposed to facilitate a housing development on a scenic Two alternatives have been suggested. One of the roadway alignments is to go around the lake and slightly impact a wetland. The second alternative will also go around the lake and will significantly impact two wetlands. The following table shows the anticipated costs for each alternative. Assuming that the annual interest rate (i) is 7%, determine which alternative is preferred using the Net Present Value method.     Alternative   First Cost ($) Annual Maintenance ($) Service Life (Years)   Salvage Value ($) Annual Wetland Rehabilitation Costs ($) Annual Roadway Lighting Costs ($) I 75,000 3000 15 45,000 7500 1500 II 125,000 2000 15 25,000 2500 2500
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