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Table 5 - Opening Year (2027) Build Intersection Analysis (Cont.) <br />Lord of Life SimTraffic Delay Summary - 2027 Build PM Peak Hour <br />IOperations 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 />13.0 <br />B <br />12.9 <br />B <br />7.1 <br />A <br />CSAH 5 & <br />Sunwood <br />Drive <br />Minor <br />Road <br />Stop <br />20.6 <br />C <br />WB <br />20.6 <br />C <br />12.8 <br />B <br />2.7 <br />A <br />NB <br />3.9 <br />A <br />0.9 <br />A <br />0.2 <br />A <br />SB <br />1.3 <br />A <br />1.8 <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 />0.9 <br />A <br />I 1.3 <br />I A <br />4.6 <br />A <br />WB <br />0.0 <br />A <br />� <br />I 1.0 <br />A <br />I 0.0 <br />A <br />NB <br />4.6 <br />A <br />- <br />- <br />2.1 <br />A <br />SB <br />- <br />- <br />- <br />- <br />- <br />EB <br />48.1 <br />D <br />2.3 <br />A <br />13.3 <br />B <br />MN-47 & <br />Sunwood <br />Drive <br />Signal <br />8.5 <br />A <br />WB <br />49.1 <br />D <br />63.2 <br />10.2 <br />B <br />NB <br />70.3 <br />7.3 <br />A <br />2.8 <br />A <br />SB <br />37.2 <br />4.1 <br />A <br />0.6 <br />A <br />EB <br />19.2 <br />�I <br />0.0 <br />A <br />I 5.0 <br />I A <br />CSAH 5 & <br />146th <br />Minor <br />Road <br />19.2 <br />C <br />WB <br />8.4 <br />A <br />0.0 <br />A <br />- <br />- <br />NB <br />2.3 <br />A <br />0.3 <br />A <br />0.0 <br />A <br />Avenue <br />Stop <br />SB <br />- <br />- <br />1.5 <br />A <br />1.0 <br />A <br />CSAH 5 & <br />Lord of Life <br />Access <br />Minor <br />Road <br />Stop <br />0.7 <br />A <br />WB <br />- <br />- <br />- <br />- <br />- <br />- <br />NB <br />- <br />- <br />0.3 <br />A <br />- <br />- <br />SB <br />0.3 <br />A <br />0.7 <br />A <br />- <br />- <br />EB <br />26.8 <br />�I <br />- <br />- <br />I 18.5 <br />I C <br />CSAH 5 & <br />Iodine <br />Street <br />Minor <br />Road <br />Stop <br />26.8 <br />D <br />WB <br />23.8 <br />C <br />� <br />I - <br />- <br />I 14.6 <br />B <br />N B <br />5.2 <br />0.6 <br />A <br />I 0.3 <br />I A <br />SB <br />2.8 <br />A <br />1.9 <br />A <br />0.4 <br />A <br />EB <br />- <br />- <br />2.6 <br />A <br />1.1 <br />A <br />CSAH 5 & <br />Dysprosium <br />Street <br />Minor <br />Road <br />Stop <br />18.5 <br />C <br />WB <br />7.6 <br />A <br />1.0 <br />A <br />- <br />- <br />NB <br />18.5 <br />C <br />- <br />- <br />8.2 <br />A <br />SB- <br />- <br />- <br />- <br />- <br />- <br />EB <br />51.2 <br />�I <br />41.5 <br />D <br />I 3.5 <br />I A <br />MN-47 & <br />CSAH 5 <br />Signal <br />21.7 <br />C <br />WB <br />52.8 <br />�I <br />46.0 <br />D <br />I 21.1 <br />I C <br />NB <br />45.6 <br />D <br />7.6 <br />A <br />1.3 <br />A <br />SB <br />64.2 <br />30.0 <br />C <br />7.6 <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 />