A new highway is to be constructed. Design A calls for a concrete pavement costing $85 per foot with a 16-year life; three paved ditches costing $4 per foot each; and four box culverts every mile, each costing $8,000 and having a 16-year life. Annual maintenance will cost $1,700 per mile; the culverts must be cleaned every four years at a cost of $400 each per mile. Design B calls for a bituminous pavement costing $40 per foot with a 8-year life; four sodded ditches costing $1.45 per foot each; and two pipe culverts every mile, each costing $2,200 and having a 8-year life. The replacement culverts will cost $2,500 each. Annual maintenance will cost $2,600 per mile; the culverts must be cleaned yearly at a cost of $220 each per mile; and the annual ditch maintenance will cost $1.65 per foot per ditch. Compare the two designs on the basis of equivalent worth per mile for a 16-year period. Find the most economical design on the basis of AW and PW if the MARR is 8% per year. Click the icon to view the interest and annuity table for discrete compounding when. MARR is 8% per year. CITS The AW value for Design A is $/mi. (Round to the nearest hundreds.)

ENGR.ECONOMIC ANALYSIS
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Chapter1: Making Economics Decisions
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A new highway is to be constructed. Design A calls for a concrete pavement costing $85 per foot with a 16-year life; three paved ditches costing $4 per foot each; and four box culverts every mile, each costing $8,000 and having a
16-year life. Annual maintenance will cost $1,700 per mile; the culverts must be cleaned every four years at a cost of $400 each per mile.
Design B calls for a bituminous pavement costing $40 per foot with a 8-year I four sodded ditches costing $1.45 per foot each; and two pipe culverts every mile, each costing $2,200 and having a 8-year life. The replacement
culverts will cost $2,500 each. Annual maintenance will cost $2,600 per mile; the culverts must be cleaned yearly at a cost of $220 each per mile; and the annual ditch maintenance will cost $1.65 per foot per ditch.
Compare the two designs on the basis of equivalent worth per mile for a 16-year period. Find the most economical design on the basis of AW and PW if the MARR is 8% per year.
Click the icon to view the interest and annuity table for discrete compounding when the MARR is 8% per year.
C
The AW value for Design A is $/mi. (Round to the nearest hundreds.)
Transcribed Image Text:A new highway is to be constructed. Design A calls for a concrete pavement costing $85 per foot with a 16-year life; three paved ditches costing $4 per foot each; and four box culverts every mile, each costing $8,000 and having a 16-year life. Annual maintenance will cost $1,700 per mile; the culverts must be cleaned every four years at a cost of $400 each per mile. Design B calls for a bituminous pavement costing $40 per foot with a 8-year I four sodded ditches costing $1.45 per foot each; and two pipe culverts every mile, each costing $2,200 and having a 8-year life. The replacement culverts will cost $2,500 each. Annual maintenance will cost $2,600 per mile; the culverts must be cleaned yearly at a cost of $220 each per mile; and the annual ditch maintenance will cost $1.65 per foot per ditch. Compare the two designs on the basis of equivalent worth per mile for a 16-year period. Find the most economical design on the basis of AW and PW if the MARR is 8% per year. Click the icon to view the interest and annuity table for discrete compounding when the MARR is 8% per year. C The AW value for Design A is $/mi. (Round to the nearest hundreds.)
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