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24-30671 ASH STREET TRAFFIC IMPACT STUDY - LINO LAKES, MN <br />Table 6: Existing (2024) LOS and Delay for Intersection 6 <br />INTERSECTION 6 <br />WEEKDAY AM PEAK <br />2024 EXISTING <br />Wilkinson Lake Blvd & <br />South Access Wilkinson <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 />41 <br />12 <br />Queue (ft) <br />31 <br />Mvmt Delay (sec) <br />Mvmt LOS <br />Delay (sec) <br />7.4 <br />7.3 <br />8.4 <br />LOS <br />A <br />A <br />A <br />Source: Data was analyzed using Synchro (HCM 6th Edition) and Sim Traffic (queue). <br />INTERSECTION 6 <br />WEEKDAY PM PEAK <br />2024 EXISTING <br />Wilkinson Lake Blvd & <br />South Access Wilkinson <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 />43 <br />57 <br />Queue (ft) <br />41 <br />Mvmt Delay (sec) <br />Mvmt LOS <br />Delay (sec) <br />7.9 <br />7.3 <br />8.5 <br />LOS <br />A <br />A <br />A <br />Source: Data was analyzed using Synchro (HCM 6th Edition) and Sim Traffic (queue). <br />0 Architecture + Engineering + Environmental + Planning Page 9 of 57 <br />