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Table 3 - Existing Year (2023) Intersection Analysis <br />Lord of Life SimTraffic Delay Summary - Existing AM Peak Traffic <br />Operations by Movement <br />Overall <br />Left <br />Through <br />Right <br />Intersectio <br />Contro <br />Approac <br />Intersection <br />Delay <br />(sec/veh <br />LO <br />S <br />Delay <br />(sec/veh <br />LOS <br />Delay <br />(sec/veh <br />Delay <br />(sec/veh <br />LOS <br />LO <br />S <br />n <br />I <br />h <br />EB <br />13.7 <br />B <br />11.0 <br />B <br />6.9 <br />A <br />CSAH 5 & <br />Sunwood <br />Minor <br />Road <br />13.9 <br />B <br />WB <br />13.9 <br />B <br />11.1 <br />B <br />1.5 <br />A <br />NB <br />2.0 <br />A <br />0.8 <br />A <br />0.2 <br />A <br />Drive <br />Stop <br />SB <br />- <br />- <br />1.3 <br />A <br />0.1 <br />A <br />Sunwood <br />Drive & <br />Cobalt <br />Street <br />Minor <br />Road <br />Stop <br />EB <br />I 0.0 <br />A <br />I 2.1 <br />I A <br />I 2.4 <br />I A <br />4.5 <br />B <br />WB <br />1.7 <br />A <br />0.6 <br />A <br />0.0 <br />A <br />NB <br />4.5 <br />A <br />- <br />- <br />2.3 <br />A <br />SB <br />- <br />- <br />- <br />- <br />- <br />EB <br />44.8 <br />D <br />45.0 <br />D <br />6.3 <br />A <br />MN-47 & <br />Sunwood <br />Signal <br />7.2 <br />A <br />WB <br />40.1 <br />D <br />41.8 <br />D <br />5.8 <br />A <br />NB <br />51.8 <br />D <br />5.8 <br />A <br />3.5 <br />A <br />Drive <br />SB <br />63.6 <br />3.5 <br />A <br />1.6 <br />A <br />EB <br />I 5.1 <br />A <br />I 0.0 <br />I A <br />I 10.0 <br />I A <br />CSAH 5 & <br />146th <br />Minor <br />Road <br />10.0 <br />A <br />WB <br />2.2 <br />A <br />- <br />_ <br />- <br />_ <br />NB <br />0.4 <br />A <br />0.1 <br />A <br />1.3 <br />A <br />Avenue <br />Stop <br />SB <br />- <br />- <br />0.4 <br />A <br />1.4 <br />A <br />EB <br />- <br />- <br />- <br />- <br />- <br />- <br />CSAH 5 & <br />Minor <br />WB <br />_ <br />_ <br />- <br />- <br />2.3 <br />A <br />Lord of Life <br />Access <br />Road <br />Stop <br />2.3 <br />A <br />NB <br />- <br />- <br />0.4 <br />A <br />- <br />- <br />SB <br />- <br />- <br />0.7 <br />A <br />- <br />- <br />EB <br />I 10.1 <br />B <br />I - <br />- <br />I 6.3 <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 />10.1 <br />B <br />NB <br />6.1 <br />A <br />0.7 <br />A <br />0.2 <br />A <br />SB <br />0.7 <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 />Minor <br />WB <br />11.3 <br />B <br />1.3 <br />A <br />- <br />- <br />Dysprosiu <br />m Street <br />Road <br />Stop <br />15.2 <br />C <br />NB <br />15.2 <br />C <br />- <br />- <br />5.1 <br />A <br />SB <br />- <br />_ <br />- <br />EB <br />I 23.2 <br />C <br />I 34.5 <br />I C <br />I 3.5 <br />I A <br />WB <br />42.1 <br />D <br />32.8 <br />C <br />6.6 <br />A <br />MN-47 & <br />CSAH 5 <br />Signal <br />16.8 <br />B <br />NB <br />46.3 <br />D <br />6.6 <br />A <br />1.4 <br />A <br />SB <br />45.7 <br />D <br />18.5 <br />B <br />6.8 <br />A <br />Haviland Fields -Ramsey, MN <br />Traffic Impact Analysis I July 2023 <br />