This Question: 1 pt 2 of 7 (0 complete) A one mile section of a roadway in Florida has been washed out by heavy rainfall The county is considering two options for rebuilding the road Pertinent data are presented below Asphalt Concrete Capital Investment $000,000 $1,100 000 Annual maintenance $2,000 51 000 Life of roadway 10 years 16 years if the county's MARR for this type of project is 7% per year, which replacement option should be chosem? Assume repeatability Click the icon to view the interest and annuty table for discrete compounding when the MARR per you The equivalent uniform annual cost for the asphalt option is $ (Round to the nearest dolar) The equivalent uniform annual cost for the concrete option is $ (Round to the nearest dolar) option Select the asphalt concrete Enter your answer in each of the answer boxes. N 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Discrete Compounding, 796 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 PIE RA PIA AF 1.0700 0.0340 1.0000 0.9346 1.0000 1.1440 0.8734 20700 1.8080 0.4831 1.2250 0.8163 3.2149 2.6243 0.3111 1.3108 0.7829 4.4399 3.3872 0.2252 1.4026 0.7130 5.7507 4.1002 0.1739 1.5007 0.6083 7.1533 4.7885 0.1398 1.6058 0.8227 8.6540 5.3893 0.1156 1.7182 0.5820 10.2508 5.9713 0.0975 1.8385 0.5430 11.0780 8.5152 0.0835 1.9072 0.5083 13.8164 7.0230 0.0724 2.1049 0.4751 15.7838 7.4987 0.0634 2.2522 0.4440 17.8885 7.9427 0.0569 2.4088 0.4150 20.1406 8.3577 0.0497 2.5785 0.3878 22.5505 8.7455 0.0443 2.7500 0.3624 25.1200 9.1070 0.0308 2.0522 0.3387 27.8881 9.4486 0.0350 3.1588 0.3166 30.8402 9.7832 0.0324 3.3700 0.2050 33.0000 10.0501 0.0294 3.6165 0.2765 37.3700 10.3356 0.0208 3.8007 0.2584 40.0055 10.5040 0.0244 Capital Recovery Factor To Find A Given P TAIP 1.0700 0.5531 0.3811 0.2952 0.2439 0.2098 0.1856 0.1675 0.1535 0.1424 0.1334 0.1250 0.1107 0.1143 0.1098 0.1059 0.1024 0.0004 0.0008 0.0944