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Intersection Analysis <br />LOS <br />AM <br />PM <br />Count <br />Bikes <br />Peds <br />B <br />B <br />2 <br />3 <br />D* <br />C <br />0 <br />2 <br />A <br />A <br />4 <br />3 <br />SB-F <br />SB-F <br />6 <br />0 <br />SB-E <br />SB-F <br />11 <br />1 <br />SB-E <br />SB-D <br />9 <br />0 <br />B* <br />A* <br />24 <br />0 <br />D* <br />C* <br />21 <br />48 <br />Al <br />a <br />m <br />a <br />n <br />c <br />e <br /> <br />C <br />o <br />u <br />n <br />t <br />y <br />Or <br />a <br />n <br />g <br />e <br /> <br />C <br />o <br />u <br />n <br />t <br />y <br />A-C D E-F *Potential queuing problemsLOS^ <br />^Worst case from AM & PM peaks <br />NC 54 Traffic Volumes <br />Al <br />a <br />m <br />a <br />n <br />c <br />e <br /> <br />C <br />o <br />u <br />n <br />t <br />y <br />Or <br />a <br />n <br />g <br />e <br /> <br />C <br />o <br />u <br />n <br />t <br />y <br />+104%+94%+86% <br />Average Annual Daily Traffic (AADT) -2017 <br />Average Annual Daily Traffic (AADT) –2045 <br />36 <br />, <br />7 <br />0 <br />0 <br />12,000 27,900 <br />11