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Table 4 - Opening Year (2027) No -Build Intersection Analysis <br />Lord of Life SimTraffic Delay Summary - 2027 AM No Build Peak Traffic <br />Operations by Movement <br />Overall <br />Left <br />Through <br />Right <br />Intersection <br />Control <br />Approach <br />Intersection <br />Delay <br />(sec/veh) <br />LOS <br />Delay <br />(sec/veh) <br />LOS <br />Delay <br />(sec/veh) <br />LOS <br />Delay <br />(sec/veh) <br />LOS <br />EB <br />8.5 <br />A <br />11.6 <br />B <br />6.2 <br />A <br />CSAH 5 & <br />Sunwood <br />Minor <br />Road <br />11.8 <br />B <br />WB <br />11.3 <br />j B <br />11.8 <br />j B <br />j 2.6 <br />j A <br />NB <br />4.4 <br />A <br />0.8 <br />A <br />0.2 <br />A <br />Drive <br />Stop <br />SB <br />0.7 <br />A <br />1.3 <br />A <br />0.2 <br />A <br />Sunwood <br />Drive & <br />Cobalt <br />Street <br />Minor <br />Road <br />Stop <br />EB <br />0.0 <br />2.3 <br />A <br />I 1.5 <br />I A <br />4.4 <br />A <br />WB <br />_ <br />_ <br />1.0 <br />A <br />0.0 <br />A <br />NB <br />4.4 <br />A <br />- <br />- <br />2.2 <br />A <br />SB- <br />- <br />- <br />- <br />- <br />- <br />EB <br />46.6 <br />D <br />50.1 <br />D <br />7.6 <br />A <br />M N-47 & <br />Sunwood <br />Signal <br />8.7 <br />A <br />WB <br />44.2 <br />D <br />48.4 <br />D <br />5.4 <br />A <br />NB <br />38.8 <br />D <br />5.4 <br />A <br />3.1 <br />A <br />Drive <br />SB <br />50.9 <br />D <br />4.3 <br />A <br />1.1 <br />A <br />EB <br />5.1 <br />�I <br />0.0 <br />A <br />I 9.8 <br />I A <br />CSAH 5 & <br />146th <br />Minor <br />Road <br />9.8 <br />A <br />WB <br />3.2 <br />A <br />- <br />_ <br />- <br />_ <br />NB <br />0.6 <br />A <br />0.0 <br />A <br />1.3 <br />A <br />Avenue <br />Stop <br />SB <br />- <br />- <br />0.4 <br />A <br />1.5 <br />A <br />EB <br />- <br />- <br />- <br />- <br />- <br />- <br />CSAH 5 & <br />Lord of Life <br />Access <br />Minor <br />Road <br />Stop <br />1.4 <br />A <br />WB <br />_ <br />_ <br />_ <br />- <br />1.4 <br />A <br />NB <br />_ <br />_ <br />0.3 <br />A <br />_ <br />_ <br />SB <br />- <br />- <br />0.7 <br />A <br />- <br />- <br />EB <br />8.9 <br />�I <br />- <br />- <br />I 7.5 <br />I A <br />CSAH 5 & <br />Minor <br />WB <br />_ <br />_ <br />- <br />_ <br />- <br />_ <br />Iodine <br />Street <br />Road <br />Stop <br />8.9 <br />A <br />NB <br />6.0 <br />A <br />0.6 <br />A <br />0.2 <br />A <br />SB <br />1.8 <br />A <br />1.3 <br />A <br />0.2 <br />A <br />EB <br />- <br />- <br />2.2 <br />A <br />0.8 <br />A <br />CSAH 5 & <br />Dysprosium <br />Street <br />Minor <br />Road <br />Stop <br />14.1 <br />B <br />WB <br />8.8 <br />A <br />1.2 <br />A <br />- <br />- <br />NB <br />14.1 <br />B <br />- <br />- <br />6.0 <br />A <br />SB <br />_ <br />EB <br />39.0 <br />�I <br />37.0 <br />D <br />I 3.6 <br />I A <br />WB <br />48.5 <br />D <br />34.9 <br />C <br />8.5 <br />A <br />MN-47 & <br />CSAH 5 <br />Signal <br />17.1 <br />B <br />NB <br />47.3 <br />D <br />6.0 <br />A <br />1.6 <br />A <br />SB <br />44.0 <br />D <br />18.2 <br />B <br />6.4 <br />A <br />For Side Street Stop intersections, the worst individual movement was reported for the overall intersection LOS. <br />Haviland Fields -Ramsey, MN <br />Traffic Impact Analysis I July 2023 <br />