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Tolltanes on a section of the 140 freeway are being considered in order to reduce traffic congeston and travel times Since this is a government project, the 8C ratio method must be applied in the evaluation. The following are cost and other estimates Construction costs $17,200,000 Operating and maintenance costs $760,000 per year Projected service ifo = 20 years Savings in travel times and revenues generated from the tolls $3,078,000 in the first year of operation and projected to increase by 1.5% per year due to the projected annual increase in trafic In addition, environmental analysis estimates that the project will result in increased noise and air pollusion that wil huse an additional societal health cost of $646.000 the first year and is also projected to increase at 1.5% per year Assuming zero markot (salvage) value at the end of 20 years and a MARR of 9% per year, should the toi laras be constructed? Click the icon to view the interest and annuity table for discrete compounding when the MARR is 2% per year, The conventional benefit-cont ratio of the project with PW i3 ) Round to two decimal places) According to the B-C ratio method, the tollanes should O A not be constructed be constructed ANZ 2 3 4 5 6 7 Discrete Compounding; i = 9% Single Payment Uniform Series Compound Compound Sinking Amount Present Amount Present Fund Factor Worth Factor Factor Worth Factor Factor To Find F To Find P To Find F To Find P To Find A Given P Given F Given A Given A Given F FIP PIF FIA PIA AIF 1.0900 0.9174 1.0000 0.9174 1.0000 1.1881 0.8417 2.0900 1.7591 0.4785 1.2950 0.7722 3.2781 2.5313 0.3051 1.4116 0.7084 4.5731 3.2397 0.2187 1.5386 0.6499 5.9847 3.8897 0.1671 1.6771 0.5963 7.5233 4.4859 0.1329 1.8280 0.5470 9.2004 5.0330 0.1087 1.9926 0.5019 11.0285 5.5348 0.0907 2.1719 0.4604 13.0210 5.9952 0.0768 2.3674 0.4224 15.1929 6.4177 0.0658 2.5804 0.3875 17.5603 6.8052 0.0569 2.8127 0.3555 20.1407 7.1607 0.0497 Capital Recovery Factor To Find A Given P AIP 1.0900 0.5685 0.3951 0.3087 0.2571 0.2229 0.1987 0.1807 0.1668 0.1558 0.1469 0.1397 9 10 11 12 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 30 35 40 45 50 2.5804 2.8127 3.0658 3.3417 3.6425 3.9703 4.3276 4.7171 5.1417 5.6044 6.1088 6.6586 7.2579 7.9111 8.6231 13.2677 20.4140 31.4094 48.3273 74.3575 0.3875 0.3555 0.3262 0.2992 0.2745 0.2519 0.2311 0.2120 0.1945 0.1784 0.1637 0.1502 0.1378 0.1264 0.1160 0.0754 0.0490 0.0318 0.0207 0.0134 17.5603 20.1407 22.9534 26.0192 29.3609 33.0034 36.9737 41.3013 46.0185 51.1601 56.7645 62.8733 69.5319 76.7898 84.7009 136.3075 215.7108 337.8824 525.8587 815.0836 6.8052 7.1607 7.4869 7.7862 8.0607 8.3126 8.5436 8.7556 8.9501 9.1285 9.2922 9.4424 9.5802 9.7066 9.8226 10.2737 10.5668 10.7574 10.8812 10.9617 0.0569 0.0497 0.0436 0.0384 0.0341 0.0303 0.0270 0.0242 0.0217 0.0195 0.0176 0.0159 0.0144 0.0130 0.0118 0.0073 0.0046 0.0030 0.0019 0.0012 0.1469 0.1397 0.1336 0.1284 0.1241 0.1203 0.1170 0.1142 0.1117 0.1095 0.1076 0.1059 0.1044 0.1030 0.1018 0.0973 0.0946 0.0930 0.0919 0.0912