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TABLE I - LONG TERM BACKGROUND (2040) CONDITIONS SIMTRAFFIC SUMMARY: <br />WEEKDAY PM PEAK HOUR - DELAY AND LOS <br />Intersection <br />Control <br />Approach <br />Operations by Movement <br />Overall Intersection <br />Delay LOS <br />(sec/veh) <br />Left <br />Delay LOS <br />(sec/veh) <br />Through <br />Delay LOS <br />(sec/veh) <br />Right <br />Delay LOS <br />(sec/veh) <br />Farivew Avenue & <br />TH 36 EB Ramps <br />Signal <br />EB <br />13.4 <br />B <br />WB <br />57.7 <br />E <br />- <br />- <br />3.6 <br />A <br />NB <br />- <br />- <br />16.8 <br />B <br />4.1 <br />A <br />SB <br />22.3 <br />C <br />6.8 <br />A <br />- <br />- <br />Fairview Avenue& <br />TH 36 WB Ramps <br />Signal <br />EB <br />41.3 <br />D <br />44.5 <br />D <br />2.3 <br />A <br />27.2 <br />C <br />WB <br />42.3 <br />D <br />41.1 <br />D <br />4.4 <br />A <br />NB <br />44.3 <br />D <br />34.0 <br />C <br />11.9 <br />6 <br />SB <br />41.8 <br />D <br />29.1 <br />C <br />6.5 <br />A <br />Fairview Avenue& <br />Mall Access## <br />Signal <br />EB <br />50.4 <br />D <br />46.8 <br />D <br />11.1 <br />B <br />17.4 <br />B <br />WB <br />40.1 <br />D <br />8.9 <br />A <br />3.4 <br />A <br />NB <br />19.6 <br />B <br />17.8 <br />B <br />8.0 <br />A <br />SB <br />16.4 <br />B <br />14.8 <br />B <br />11.1 <br />B <br />Fairview Avenue& <br />County Road B2 <br />Signal <br />EB <br />23.0 <br />C <br />32.1 <br />C <br />10.6 <br />B <br />25.8 <br />C <br />WB <br />24.9 <br />C <br />20.2 <br />C <br />14.1 <br />B <br />NB <br />42.4 <br />D <br />37.2 <br />D <br />7.2 <br />A <br />SB <br />26.6 <br />C <br />34.3 <br />C <br />29.9 <br />C <br />County Road B2 & <br />Mall Access 7i2 <br />Signal <br />EB <br />11.0 <br />B <br />9.1 <br />A <br />6.2 <br />A <br />11.2 <br />6 <br />WB <br />15.1 <br />B <br />5.4 <br />A <br />3.8 <br />A <br />NB <br />45.2 <br />D <br />40.9 <br />D <br />15.2 <br />6 <br />SB <br />36.5 <br />D <br />52.0 <br />D <br />15.8 <br />B <br />County Road B2 & <br />Mall Access 7i3 <br />Signal <br />EB <br />16.9 <br />B <br />10.7 <br />B <br />4.5 <br />A <br />17.5 <br />6 <br />WB <br />22.3 <br />C <br />23.8 <br />C <br />8.7 <br />A <br />NB <br />44.1 <br />D <br />39.7 <br />D <br />14.2 <br />6 <br />SB <br />42.9 <br />D <br />35.9 <br />D <br />5.5 <br />A <br />County Road B2 & <br />Snelling Avenue NB <br />Ramps <br />Signal <br />EB <br />39.2 <br />D <br />18.4 <br />B <br />8.7 <br />A <br />22.3 <br />C <br />WB <br />42.3 <br />D <br />19.7 <br />B <br />3.3 <br />A <br />NB <br />33.1 <br />C <br />36.9 <br />D <br />6.7 <br />A <br />SB <br />45.2 <br />D <br />41.9 <br />D <br />2.6 <br />A <br />County Road B2 & <br />Snelling Avenue NB <br />Ramps <br />Signal <br />EB <br />11.2 <br />B <br />4.1 <br />A <br />- <br />- <br />6.7 <br />A <br />WB <br />- <br />- <br />41 <br />A <br />2.6 <br />A <br />NB <br />- <br />- <br />- <br />- <br />- <br />- <br />SB <br />41.8 <br />D <br />- <br />- <br />8.5 <br />A <br />Internal Intersection <br />81A <br />(West) <br />Stop Controlled <br />EB <br />0.4 <br />A <br />- <br />- <br />1.3 <br />A <br />1.9 <br />A <br />NB <br />- <br />- <br />6.3 <br />A <br />- <br />_ <br />SB <br />- <br />- <br />5.9 <br />A <br />0.7 <br />A <br />Internallntersection <br />81B <br />(West) <br />Stop Controlled <br />EB <br />- <br />- <br />- <br />2.9 <br />A <br />WB <br />5.8 <br />A <br />2.2 <br />A <br />NB <br />- <br />- <br />3.3 <br />A <br />- <br />- <br />SB <br />- <br />- <br />1.2 <br />A <br />- <br />- <br />Internal Intersection <br />7i2 <br />(Northwest) <br />Stop Controlled <br />EB <br />6.4 <br />A <br />6.7 <br />A <br />- <br />- <br />5.4 <br />A <br />WB <br />- <br />- <br />9.2 <br />A <br />2.4 <br />A <br />NB <br />SB <br />47 <br />A <br />- <br />- <br />44 <br />A <br />Internal Intersection <br />83 <br />(North) <br />Stop Controlled <br />EB <br />6.1 <br />A <br />3.7 <br />A <br />- <br />5.9 <br />A <br />WB <br />- <br />- <br />12.4 <br />B <br />3.3 <br />A <br />NB <br />SB <br />0.5 <br />A <br />0.0 <br />A <br />0.8 <br />A <br />Internal Intersection <br />84 <br />(Northeast) <br />Stop Controlled <br />EB <br />- <br />- <br />3.3 <br />A <br />- <br />2.7 <br />A <br />WB <br />7.7 <br />A <br />2.7 <br />A <br />NB <br />SB <br />1.3 <br />A <br />- <br />- <br />2.6 <br />A <br />