Traffic And Highway Engineering
5th Edition
ISBN: 9781133605157
Author: Garber, Nicholas J., Hoel, Lester A.
Publisher: Cengage Learning,
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Chapter 13, Problem 18P
To determine
The most cost-effective alternative using present worth analysis.
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Three designs have been proposed to improve traffic flow at a major intersection in a heavily traveled suburban area. The first alternative involves improved traffic signaling. The second alternative includes traffic-signal improvements 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 economic criteria if the analysis period is 20 years and the annual interest rate is 15%. Show that the result is the same using the present worth, equivalent annual cost, benefit–cost ratio, and rate-of-return methods.
Three designs have been proposed to improve traffic flow at a major intersection in a heavily traveled suburban area. The first alternative involves improved traffic signaling. The second alternative includes traffic-signal improvements 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 economic criteria if the analysis period is 20 years and the annual interest rate is 15%. Show that the result is the same using the present worth, equivalent annual cost, benefit–cost ratio, and rate-of-return methods.
Alternatives
Capital Cost ($)
Annual Maintence ($)
Annual User Cost ($)
Salvage Value ($)
Present Condition
0
15,000
600,000
0
Traffic Signal
340,000
10,000
450,000
25,000
Intersection Widening
850,000
5,000…
Identify and briefly discuss at least 3 risks that may be associated with this project.
Highway 410/Steeles Road Project- Highway 410 currently has 4 lanes of traffic in each direction, i.e., northbound and southbound, with a 12-ft median between the northbound and southbound lanes- Steeles Road has 3 lanes of traffic in each direction, i.e., eastbound and westbound, with 4-ft median between the eastbound and westbound lanes- For this project the requirement is to:
Build two off-ramps from Highway 410 to Steeles Road to, i.e., eastbound and westbound ramps
Build two on-ramps from Steeles Road to Highway 410, i.e., northbound and southbound ramps
Build a bridge overpass on Highway 410 over Steeles Road
Chapter 13 Solutions
Traffic And Highway Engineering
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