In: Civil Engineering
The Dept. of Transportation is comparing two alternative pavement designs with the following cost characteristics. Determine the least expensive alternative with a method of your choice. i=5% per year compounded annually.
Construction Cost at year 0
Maintenance Cost from years 1-20
Year | A | B |
---|---|---|
0 | $450,000 | $700,000 |
1 | ||
2 | ||
3 | $40,000 | |
4 | ||
5 | $50,000 | |
6 | $40,000 | |
7 | ||
8 | ||
9 | $40,000 | |
10 | $50,000 | |
11 | ||
12 | End of Service | |
13 | ||
14 | ||
15 | $500,000 | |
16 | ||
17 | ||
18 | ||
19 | ||
20 | End of Service |
equivalent uniform annual worth method is best suitable for the alternarives having different lifespan.
the alternative having lesser equivalent uniform annual cost is least expansive.
in the above problem
alternative A has equivalent uniform annual cost
alternative B has equivalent uniform annual cost
hence alternative A is least expansive.
**** there should be a small correction in the cost of alternative B at 15th yr (it should be in place of )
solution is done by taking