Given P Given F Given A Given A Given F Given P N FIP PIF FIA PIA AIF A/P 1.0800 0.9259 1.0000 0.9259 1.0000 1.0800 1.1664 0.8573 2.0800 1.7833 0.4808 0.5608 1.2597 0.7938 3.2464 DUAWN- 2.5771 0.3080 0.3880 1.3605 0.7350 4.5061 3.3121 0.2219 0.3019 1.4693 0.6806 5.8666 3.9927 0.1705 0.2505 1.5869 0.6302 7.3359 4.6229 0.1363 0.2163 1.7138 0.5835 8.9228 5.2064 0.1121 0. 1921 1.8509 0.5403 10.6366 5.7466 0.0940 0.1740 1.9990 0.5002 12.4876 6.2469 0.0801 0. 1601 10 2. 1589 0.4632 14.4866 6.7101 0.0690 0. 1490 11 2.3316 0.4289 16.6455 7.1390 0.0601 0. 1401 12 2.5182 0.3971 18.9771 7.5361 0.0527 0.1327 13 2.7196 0.3677 21.4953 7.9038 0.0465 0. 1265 14 2.9372 0.3405 24.2149 8.2442 0.0413 0. 1213 15 3.1722 0.3152 27.1521 8.5595 0.0368 0.1168 16 3.4259 0.2919 30.3243 8.8514 0.0330 0.1130 17 3.7000 0.2703 33.7502 9.1216 0.0296 0. 1096 18 3.9960 0.2502 37.4502 9.3719 0.0267 0.1067 19 4.3157 0.2317 41.4463 9.6036 0.0241 0. 1041 20 4.6610 0.2145 45.7620 9.8181 0.0219 0. 1019The AW value for Design A is $ /mi. (Round to the nearest hundreds.) The PW value for Design A is $ /mi. (Round to the nearest hundreds.) The AW value for Design B is $ /mi. (Round to the nearest hundreds.) The PW value for Design B is $ /mi. (Round to the nearest hundreds.) The most economical design on the basis of AW and PW isA new highway is to be constructed. Design A calls for a concrete pavement costing $85 per foot with a 16year life; three paved ditches costing $5 per foot each; and two box culverts every mile, each costing $9,000 and having a 16-year life. Annual maintenance will cost $1,800 per mile; the culverts must be cleaned every four years at a cost of $350 each per mile. Design B calls for a bituminous pavement costing $40 per foot with a 8-year life; three sodded ditches costing $1.60 per foot each; and two pipe culverts every mile, each costing $2,150 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 $225 each per mile; and the annual ditch maintenance will cost $1 .30 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