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24-30671 ASH STREET TRAFFIC IMPACT STUDY - LINO LAKES, MN <br />Table 5: Existing (2024) LOS and Delay for Intersection 5 <br />INTERSECTION 5 <br />WEEKDAY AM PEAK <br />2024 EXISTING <br />CSAH 32/Ash St & <br />Holly Drive N <br />Overall <br />Eastbound <br />Westbound <br />Northbound <br />Southbound <br />L <br />T <br />R <br />L <br />T <br />R <br />L <br />T <br />R <br />L <br />T <br />R <br />Volume (veh) <br />17 <br />192 <br />107 <br />5 <br />12 <br />26 <br />Queue (ft) <br />8 <br />53 <br />53 <br />Mvmt Delay (sec) <br />7.5 <br />0.0 <br />Mvmt LOS <br />A <br />A <br />Delay (sec) <br />1.4 <br />0.6 <br />0.0 <br />9.8 <br />LOS <br />A <br />A <br />A <br />A <br />Source: Data was analyzed using Synchro (HCM 6th Edition) and Sim Traffic (queue). <br />INTERSECTION 5 <br />WEEKDAY PM PEAK <br />2024 EXISTING <br />CSAH 32/Ash St & <br />Holly Drive N <br />Overall <br />Eastbound <br />Westbound <br />Northbound <br />Southbound <br />L <br />T <br />R <br />L <br />T <br />R <br />L <br />T <br />R <br />L <br />T <br />R <br />Volume (veh) <br />79 <br />353 <br />194 <br />16 <br />14 <br />18 <br />Queue (ft) <br />35 <br />37 <br />37 <br />Mvmt Delay (sec) <br />7.8 <br />0.0 <br />Mvmt LOS <br />A <br />A <br />Delay (sec) <br />1.5 <br />1.4 <br />0.0 <br />12.6 <br />LOS <br />A <br />A <br />A <br />B <br />Source: Data was analyzed using Synchro (HCM 6th Edition) and Sim Traffic (queue). <br />0 Architecture + Engineering + Environmental + Planning Page 8 of 57 <br />