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<br />Year <br />1993 <br />1995 <br />1996 <br />1996 <br />1996 <br />1995 <br /> <br />Count I.ocation <br />North ofm #47 <br />North ofm #47 <br />South of Co. Rd. #57 <br />North of Co. Rd. #57 <br />South of Co. Rd. #56 <br />North of Co. Rd. #56 <br /> <br />Volume <br />(Vehicles Per Day) <br />4700 <br />5150(1) <br />4000 <br />5530 <br />4150 <br />5020 <br /> <br />(I) The 1993 to 1995 traffic volume increase on CSAH #5, north ofm #7, reflects an annual growth rate of <br />4.5% - 5.0%. <br /> <br />No major roadway improvements to either CSAH #5 or County Road #57, in the general vicinity of 153rd <br />Avenue to 160th Lane, are in the Anoka County current Capital Improvements Program. <br /> <br />Trip Distribution <br />Utilizing the approximate 80% southbound versus 20% northbound split in traffic volumes along m #47 <br />and an existing traffic volume split of about twice the volume on m #47 as on CSAH #5 from the "TI! #47 <br />Access and Corridor Study", the following directional trip distributions to and from the Apple Ridge <br />subdivision, as shown on Exhibit C, were assumed: <br /> <br />Desired Travel Route <br />m #47 North <br /> <br />Major Attractions <br />Strip commercial center <br />Golf course <br /> <br />Trip <br />Distribution <br />13% <br /> <br />m #47 South <br /> <br />Anoka High School <br />Anoka <br />Hennepin County <br />Ramsey County <br /> <br />53% <br /> <br />CSAH #5 North <br /> <br />Nowthen <br />Central Park <br /> <br />7% <br /> <br />CSAH #5/Co. Rd. #57 <br />South <br /> <br />Ramsey City Hall <br />Ramsey Elementary School <br />Ramsey Industrial Park <br />Elk River <br /> <br />27% <br /> <br />The routing of trips to/from the Apple Ridge Development along the four (4) major approaches noted above <br />is based on the quickest travel times to reach specific intersections along that approach. Assumed average <br />travel speeds of25 miles per hour (36.6 feet per second) and 50 miles per hour (73.3 feet per second) were <br />used along the local residential and the arterial-collector streets respectively. For the travel time analysis <br />of alternative routes, the specific intersection destinations chosen along each route were as follows: <br /> <br />Desired Travel Route <br />m #47 North <br />m#47 South <br />CSAH #5 North <br />CSAH #5/Co. Rd. #57 South <br /> <br />Intersection Used for <br />Travel Time Analysis _ ... <br />160th Lane & TH #47 <br />153rd Ave. & TI! #47 <br />167th Lane & CSAH #5 <br />153rd Ave. & CSAH #5 <br /> <br />3 <br /> <br />5 <br />