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Table 3 - Existing Year (2023) Intersection Analysis (Cont.) <br />Lord of Life SimTraffic Delay Summary - Existing Sunday 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 />5.2 <br />A <br />7.2 <br />A <br />2.5 <br />A <br />CSAH 5 & <br />Sunwood <br />Drive <br />Minor <br />Road <br />Stop <br />8.5 <br />A <br />WB <br />5.5 <br />A <br />8.5 <br />A <br />1.5 <br />A <br />NB <br />1.4 <br />A <br />1.2 <br />A <br />0.1 <br />A <br />SB <br />- <br />- <br />0.8 <br />A <br />0.1 <br />A <br />Sunwood <br />Drive & <br />Cobalt <br />Street <br />Minor <br />Road <br />Stop <br />EB <br />0.0 <br />1.4 <br />A <br />I 1.6 <br />I A <br />2.1 <br />A <br />WB <br />1.9 <br />A <br />� <br />I 1.1 <br />A <br />I 0.0 <br />A <br />NB <br />- <br />_ <br />_ <br />_ <br />2.1 <br />A <br />SB- <br />- <br />- <br />- <br />- <br />- <br />EB <br />36.6 <br />D <br />16.1 <br />B <br />5.6 <br />A <br />MN-47 & <br />Sunwood <br />Drive <br />Signal <br />7.1 <br />A <br />WB <br />44.1 <br />D <br />36.8 <br />D <br />5.7 <br />A <br />NB <br />30.1 <br />C <br />5.7 <br />A <br />3.2 <br />A <br />SB <br />31.5 <br />C <br />2.9 <br />A <br />0.1 <br />A <br />EB <br />4.3 <br />�I <br />0.0 <br />A <br />I 2.5 <br />I A <br />CSAH 5 & <br />146th <br />Minor <br />Road <br />4.3 <br />A <br />WB <br />4.2 <br />A <br />0.0 <br />A <br />_ <br />_ <br />NB <br />0.4 <br />A <br />0.6 <br />A <br />0.1 <br />A <br />Avenue <br />Stop <br />SB <br />- <br />- <br />0.4 <br />A <br />0.6 <br />A <br />CSAH 5 & <br />Lord of Life <br />Access <br />Minor <br />Road <br />Stop <br />2.6 <br />A <br />WB <br />6.3 <br />A <br />- <br />- <br />2.6 <br />A <br />NB <br />- <br />- <br />0.5 <br />A <br />- <br />- <br />SB <br />- <br />- <br />0.3 <br />A <br />- <br />- <br />EB <br />- <br />�I <br />6.1 <br />A <br />I 2.8 <br />I A <br />CSAH 5 & <br />Iodine <br />Street <br />Minor <br />Road <br />Stop <br />6.1 <br />A <br />WB <br />4.8 <br />A <br />� <br />I 5.7 <br />A <br />I 2.5 <br />A <br />NB <br />1.7 <br />0.7 <br />A <br />I 0.1 <br />I A <br />SB <br />3.2 <br />A <br />0.6 <br />A <br />0.1 <br />A <br />CSAH 5 & <br />Dysprosium <br />Street <br />Minor <br />Road <br />Stop <br />EB <br />- <br />- <br />1.0 <br />A <br />0.1 <br />A <br />8.4 <br />A <br />WB <br />4.4 <br />A <br />1.4 <br />A <br />- <br />- <br />NB <br />8.4 <br />A <br />- <br />- <br />2.6 <br />A <br />SB- <br />- <br />- <br />- <br />- <br />- <br />EB <br />64.2 <br />�I <br />41.1 <br />D <br />I 2.0 <br />I A <br />MN-47 & <br />CSAH 5 <br />Signal <br />17.3 <br />B <br />WB <br />51.4 <br />�I <br />37.6 <br />D <br />I 21.7 <br />I C <br />NB <br />46.7 <br />D <br />5.2 <br />A <br />1.4 <br />A <br />SB <br />68.5 <br />14.6 <br />B <br />3.3 <br />A <br />Haviland Fields -Ramsey, MN <br />Traffic Impact Analysis I July 2023 <br />