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SAFETY REVIEW OF COUNTY ROAD NUMBER 56 <br /> <br />Traff'_ic Volume <br />The 'i:~,ffJc volume on County Road No. 56 is approximately 2,000 <br />vehi~:]~?, per day on the north end, and 6,500 vehicles per day on <br />the .-;or, ih end, which indicates that the majority of the traffic <br />on t)~- ro~d is from the local area. <br /> <br />Speed I,JmJ 'ts <br />Cou~'~--~).~.d~-56 was last studied for speed limits in 1977. At <br />that ~:~,:c~ the existing limits were authorized. Anoka County does <br />not :~'~udy or authorize speed limit changes. The establishment of <br />speed iim:its is a responsibility of the Commissioner of <br />Tran,t~,orl.::tion. A new study of the area can be instigated by a <br />requ.~;',: :i'-~om the City Council to the County Highway Committee of <br />the Cc,~t3 Board. Caution is necessary in evaluating the desire <br />to hay ~, a~ area restudied because if a new study kuthorizes a <br />higho~' ] 'i~it, (which has occurred on some segments of the County <br />High'z'~ y .~;3,~;tem following a restudy), the higher limit must be <br />po~tac. ~ti becomes the legal limit. <br /> <br />Highway <br />The c~e:~-;::ii.i~ of the highway exceeds the current standards for a <br />2-lane ~'~,adv,'ay with shoulders. A 2-lane highway with shoulders <br />is cou~:d~'red an adequate design for the existing and projected <br />(20 'ye~') traffic. Highways of similar design in the County <br />carry np ~o 20,000 vehicles per day. The roadway does have some <br />area,~ ',v}~:,-e 'tl~e sight distance is insufficient to permit vehicles <br />to pa~;:~; :.~,¢-1 these areas are marked with the appropriate warnings. <br />The ro:~.dw;~v has some curves designed for less than 50 mph and <br />they :tl:;,-~ are marked accordingly. <br /> <br />Signal ] z~_~, i: ion <br />Anoka C,)~:~-cy installs signals on the basis of a warrant system <br />publi:~o by the Federal Highway Administration and adopted by <br />the ML~nc.~;ota Department of Transportation for a uniform system <br />of tr~ffiq control devices. These warrants consider traffic <br />volume~-;~ ~edesZrian volumes, school crossings, accidents and <br />delay3. At t~he present time, there are no known locations on CR <br />~56 w.qi~::~ meet any of these warrants. If a specific location is <br />tho~ghi~ t: ~ possibly warran~ signalization, we are willing to <br />revJ e'x :n:,_t ~;i~e. <br /> <br />Stop S:i.;~'; <br />The ~a.':/,!:~[Tla'!:ion of stop signs is also based on warrants and <br />again., ~.:~ '..ocations on CR ~56 are known to meet these warrants. <br /> <br />S i dews i ~;: ~; /'Wa ]. kway / B ikewa y <br />Sidewai;..~-; and walkway/biKeways are the best method for providing <br />pedes;~ri.u.,~ safety along the highway. However, this is a <br />mun~ai_p:~_), expense, they will encroach on the yards, possibly <br />reeu:iro ~:-:'ee or fence removal and could require additional <br />right-of-way. As with lighting, the City must determine if the <br />resid~.~:,,~; are willing to fund this safezy feature. <br /> <br /> Coi~r~-,~.~" ins-Calls crosswalks on the County Highway System. <br />Cros;.~:;v,',.]h~s are install, ed aZ locations where significant <br />pedeat:fia,~ crossing activity occurs. The crosswalk installations <br />of pavement markings and crosswalk signs. An appropriate <br /> for a crosswalk may be aZ the Tom Thumb store. <br /> <br /> <br />