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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.
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. Capital Investment Annual maintenance Life of roadway Asphalt $900,000 $2,500 Concrete $1,100,000 $1,500 10 years 15 years If the county's MARR for this type of project is 8% per year, which replacement option should be chosen? Assume repeatability. Click the icon to view the interest and annuity table for discrete compounding when the MARR is 8% per year. The equivalent uniform annual cost for the asphalt option is $ (Round to the nearest dollar) (Round to the nearest dollar) The equivalent uniform annual cost for the concrete option is $ Select the option. concrete asphalt Enter your answer in each of the answer boxes. 6 More Into Capital RacOWY Factor To Find en P 1 2 3 5 6 7 Disco Compounding Single Payman Uniform Series Compound Compound Slinkin Amount Prue , Amount Present Fund Factor Worth Facile Factor Worth Factor Factor To Find Find P To Find F To find P To Find Ghin P F GA GA Given AP PE PIA AF 1.0800 0.9259 1.0000 0.9259 1.0000 1.1664 0.8573 2.0800 1.7833 0.4808 1.2597 0.7938 3.2464 2.5771 0.3080 1.3605 0.7350 4.5061 3.3121 0.2219 1.4693 0.6806 5.8666 3.9927 0.1705 1.5869 0.6302 7.3359 4.6229 0.1363 1.7138 0.5835 8.9228 5.2064 0.1121 1.8509 0.5403 10.6366 5.7466 0.0940 1.9990 0.5002 12.4876 6.2469 0.0801 2.1589 0.4632 14.4866 6.7101 0.0690 2.3316 0.4289 16.6455 7.1390 0.0601 2.5182 0.3971 18.9771 7.5361 0.0527 2.7196 0.3677 21.4953 7.9038 0.0465 2.9372 0.3405 24.2149 8.2442 0.0413 3.1722 0.3152 27 1521 8.5595 0.0368 3.5259 0.2919 30,3243 8.8514 0.0330 3.7000 0.2703 33.7502 9. 1216 0.0296 3.9960 0.2502 374502 9.3719 0.0267 4.3 157 0.2317 41.4463 9.6036 0,0241 4.6610 0.2 145 45.7620 9.8185 0.0219 10 11 12 13 14 15 1.0800 0.5608 0.3880 0.3019 0.2505 0.2163 0.1921 0.1740 0.1601 0.1490 0.1401 0.1327 011265 0 1213 0.1169 0.1130 0.1096 0.1067 0 1041 0.1019 18 19 20 Print Done
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