A new highway is to be constructed. Design A calls for a concrete pavement costing P3600 per foot with a 20-year life; two paved ditches costing P120 per foot each; and three box culverts every mile, each costing P360,000 and having a 20-year life. Annual maintenance will cost P72,000 per mile; the culverts must be cleaned every five years at a cost of P18,000 each per mile. Design B calls for a bituminous pavement costing P1800 per foot with a 10-year life; two sodded ditches costing P60 per foot each; and three pipe culverts every mile, each costing P90,000 and having a 10-year life. The replacement culverts will cost P96,000 each. Annual maintenance will cost P108,000 per mile; the culverts must be cleaned yearly at a cost of P9000 each per mile; and the annual ditch maintenance will cost P60 per foot per ditch. Compare the two designs on the basis of equivalent worth per mile for a 1/1 20-year period. Find the most economical design on the basis of AW and PW if the MARR is 6% pe.
A new highway is to be constructed. Design A calls for a concrete pavement costing P3600 per foot with a 20-year life; two paved ditches costing P120 per foot each; and three box culverts every mile, each costing P360,000 and having a 20-year life. Annual maintenance will cost P72,000 per mile; the culverts must be cleaned every five years at a cost of P18,000 each per mile. Design B calls for a bituminous pavement costing P1800 per foot with a 10-year life; two sodded ditches costing P60 per foot each; and three pipe culverts every mile, each costing P90,000 and having a 10-year life. The replacement culverts will cost P96,000 each. Annual maintenance will cost P108,000 per mile; the culverts must be cleaned yearly at a cost of P9000 each per mile; and the annual ditch maintenance will cost P60 per foot per ditch. Compare the two designs on the basis of equivalent worth per mile for a 1/1 20-year period. Find the most economical design on the basis of AW and PW if the MARR is 6% pe.
Chapter11: Capital Budgeting And Risk
Section: Chapter Questions
Problem 15P
Related questions
Question
![A new highway is to be constructed. Design A calls for a concrete pavement costing P3600 per foot
with a 20-year life; two paved ditches costing P120 per foot each; and three box culverts every mile, each
costing P360,000 and having a 20-year life. Annual maintenance will cost P72,000 per mile; the culverts
must be cleaned every five years at a cost of P18,000 each per mile.
Design B calls for a bituminous pavement costing P1800 per foot with a 10-year life; two sodded
ditches costing P60 per foot each; and three pipe culverts every mile, each costing P90,000 and having a
10-year life. The replacement culverts will cost P96,000 each. Annual maintenance will cost P108,000 per
mile; the culverts must be cleaned yearly at a cost of P9000 each per mile; and the annual ditch maintenance
will cost P60 per foot per ditch. Compare the two designs on the basis of equivalent worth per mile for a
1/1
20-year period. Find the most economical design on the basis of AW and PW if the MARR is 6% pe.
2.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb1192f3c-3e6a-4815-a8a4-96f9497c064e%2F7906aac6-5b36-4549-b317-931c4bea100a%2Fl9a7tic_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A new highway is to be constructed. Design A calls for a concrete pavement costing P3600 per foot
with a 20-year life; two paved ditches costing P120 per foot each; and three box culverts every mile, each
costing P360,000 and having a 20-year life. Annual maintenance will cost P72,000 per mile; the culverts
must be cleaned every five years at a cost of P18,000 each per mile.
Design B calls for a bituminous pavement costing P1800 per foot with a 10-year life; two sodded
ditches costing P60 per foot each; and three pipe culverts every mile, each costing P90,000 and having a
10-year life. The replacement culverts will cost P96,000 each. Annual maintenance will cost P108,000 per
mile; the culverts must be cleaned yearly at a cost of P9000 each per mile; and the annual ditch maintenance
will cost P60 per foot per ditch. Compare the two designs on the basis of equivalent worth per mile for a
1/1
20-year period. Find the most economical design on the basis of AW and PW if the MARR is 6% pe.
2.
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