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~nalvsis <br /> <br />Each intersection was analyzed by tPe criteria listed above. Below-are.tables detailing <br />the information found for each of the seven intersections, studied <br /> <br />Yable 2 <br />Operational Analysis <br />166"' Ave NW & Variolite St <br /> <br />Analysis <br />Year <br /> <br />Soei 'irio <br /> <br />No-Build <br /> <br /> Time <br />Period <br /> <br />LOS: <br /> <br /> Max: <br />Delay* <br /> <br /> 8.8 <br /> <br />AM Peak <br />PM Pe~k <br /> <br />Intersection <br />Voiun~e** <br /> <br />2005 A 95' <br /> No-Build A 8.9 l'10 <br />2007 AtM Peak A 8..8 <br /> <br />A <br /> <br />PM Peak <br /> <br />No-Buildl <br />No-Build <br /> <br />2007 Build AtM' Peak A 9.4 <br /> <br /> Build PM Peak A 9.5 <br />Maximum control delay for wors. t mo.vement i.n Seconds/vehicle <br />*Number o~' vehicles utilizing, the intersection during the peak hour <br /> <br />I00 <br />ii5 <br /> 5 <br />165: <br /> <br />Table 3 <br />Operational Analysis <br />Ramsey Blvd. & Nowthen Blvd. NW <br /> Analysis i Scenar/o Time" LOS: 'M"ak. IntersectiOn <br /> 'Year Period .Delay* Volume**' <br />---}005 No-Build A~V~Peak~ :: B 1~'.~ 620. <br /> -' b/0B'uitdI peak C' 15,2 697.- <br /> 2007 No-Build AM Pe~t~ B 13'.I. 650. <br /> No-BUild PM P~k C 15~9 '725: <br /> '2007 Build AM Peak B. t:4.4. 'i 760' <br />~ Build P'MPea.~!2 . C ' 20.2[ "'8751 ' ', <br /> <br />* Maximum control delay for worst: movement in seconds/velficl'e <br />**NUmber of vehicles utilizing the intersectionduring the peak.hour <br /> <br />BrooUietd Development EA:W <br />Tr~[fic Impact St~dy .... <br />City of Ramsey, Anoka County, ll¥innesota <br /> <br /> page/0 offs <br /> prepared by: <br />Bo#on & IvIenk, <br /> <br /> <br />