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I <br />I <br /> <br /> I <br /> I <br /> <br />I <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Year <br />1993 <br />1995 <br />1996 <br />1996 <br />1996 <br />1995 <br /> <br />North of TH//47 <br />North of TH/147 <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 /> Volme <br />(Vehicles Per Day) <br /> 4700 <br /> 5150m <br /> 4000 <br /> 5530 <br /> 4150 <br /> 5020 <br /> <br />o) The 1993 to 1995 traffic volume increase on CSAH #5, north of TH #7, <br />4.5% - 5.0%. <br /> <br />reflects an annual growth rate of <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 thc approximate 80% southbound versus 20% northbound split in traffic volumes along TH g47 <br />and an existing traffic volume split of about twice the volume on TH g47 as on CSAH #5 fi.om the "TH g47 <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 /> Trip <br />Desired Travel Route Major Attractions DJatdtalfilm <br />TH//47 North Strip commercial center 13% <br /> Golf course <br /> <br />TH g47 South Anoka High School 53% <br /> Anoka <br /> Hennepin County <br /> Ramsey County <br /> <br />CSAH #5 North Nowthen 7% <br /> Central Park <br /> <br />CSAH #5/Co. Rd. #57 Ramsey City Hall 27% <br />South Ramsey Elementary School <br /> Ramsey Industrial Park <br /> Elk River <br /> <br />The routing of trips to/fi.om 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 ;,peeds of 25 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 />TH//47 North <br />TH//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. & TH #47 <br />167th Lane & CSAH #5 <br />153rd Ave. & CSAH #5 <br /> <br />3 <br /> <br /> <br />