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Table 5 - Opening Year (2027) Build Intersection Analysis <br />Lord of Life SimTraffic Delay Summary - 2027 AM 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 />7.3 <br />A <br />10.9 <br />B <br />6.3 <br />A <br />CSAH 5 & <br />Sunwood <br />Drive <br />Minor <br />Road <br />Stop <br />13.0 <br />B <br />WB <br />12.6 <br />B <br />13.0 <br />B <br />2.9 <br />A <br />NB <br />3.1 <br />A <br />0.8 <br />A <br />0.1 <br />A <br />SB <br />0.5 <br />A <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 />0.0 <br />2.2 <br />A <br />I 2.0 <br />I A <br />4.6 <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 />4.6 <br />A <br />- <br />- <br />2.6 <br />A <br />SB- <br />- <br />- <br />- <br />- <br />- <br />EB <br />31.2 <br />C <br />43.4 <br />D <br />6.5 <br />A <br />M N-47 & <br />Sunwood <br />Drive <br />Signal <br />8.8 <br />A <br />WB <br />44.3 <br />D <br />44.9 <br />D <br />8.6 <br />A <br />NB <br />48.3 <br />D <br />5.3 <br />A <br />2.9 <br />A <br />SB <br />44.1 <br />D <br />4.5 <br />A <br />1.4 <br />A <br />EB <br />6.4 <br />0.0 <br />A <br />I 8.1 <br />I A <br />CSAH 5 & <br />146th <br />Minor <br />Road <br />6.4 <br />A <br />WB <br />2.7 <br />A <br />- <br />- <br />- <br />_ <br />NB <br />0.5 <br />A <br />0.0 <br />A <br />1.4 <br />A <br />Avenue <br />Stop <br />SB <br />- <br />- <br />0.8 <br />A <br />1.5 <br />A <br />CSAH 5 & <br />Lord of Life <br />Access <br />Minor <br />Road <br />Stop <br />10.0 <br />A <br />WB <br />10.0 <br />A <br />- <br />- <br />3.0 <br />A <br />NB <br />_ <br />_ <br />0.4 <br />A <br />0.0 <br />A <br />SB <br />1.0 <br />A <br />0.8 <br />A <br />- <br />- <br />EB <br />11.6 <br />�I <br />- <br />- <br />I 15.5 <br />I C <br />CSAH 5 & <br />Iodine <br />Street <br />Minor <br />Road <br />Stop <br />24.5 <br />C <br />WB <br />24.5 <br />�I <br />- <br />- <br />I 18.2 <br />� C <br />NB <br />9.6 <br />A <br />0.7 <br />A <br />0.4 <br />A <br />SB <br />1.7 <br />A <br />2.1 <br />A <br />0.4 <br />A <br />EB <br />- <br />- <br />2.7 <br />A <br />1.1 <br />A <br />CSAH 5 & <br />Dysprosium <br />Street <br />Minor <br />Road <br />Stop <br />25.2 <br />D <br />WB <br />12.6 <br />B <br />1.2 <br />A <br />- <br />- <br />NB <br />25.2 <br />D <br />- <br />- <br />10.7 <br />B <br />SB_ <br />_ <br />_ <br />_ <br />- <br />_ <br />EB <br />36.8 <br />�I <br />37.7 <br />D <br />I 4.0 <br />I A <br />MN-47 & <br />CSAH 5 <br />Signal <br />17.6 <br />B <br />WB <br />46.7 <br />�I <br />34.5 <br />C <br />I 9.1 <br />I A <br />NB <br />45.8 <br />D <br />5.9 <br />A <br />1.2 <br />A <br />SB <br />46.8 <br />D <br />18.9 <br />B <br />7.1 <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 />