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Table 7 - Design Year (2040) Build Intersection Analysis (Cont.) <br />Lord of Life SimTraffic Delay Summary - SUN 2040 Build Peak Traffic <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 />4.7 <br />A <br />9.2 <br />A <br />2.7 <br />A <br />CSAH 5 & <br />Sunwood <br />Minor <br />Road <br />7.5 <br />A <br />WB <br />7.5 <br />j A <br />6.1 <br />j A <br />j 1.8 <br />j A <br />NB <br />1.5 <br />A <br />1.3 <br />A <br />0.4 <br />A <br />Drive <br />Stop <br />SB <br />- <br />- <br />0.7 <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 />1.3 <br />A <br />I 0.9 <br />A <br />2 3 <br />A <br />WB <br />2.1 <br />A <br />0.7 <br />A <br />0.0 <br />A <br />NB- <br />_ <br />_ <br />_ <br />2.3 <br />A <br />SB- <br />- <br />- <br />- <br />- <br />- <br />EB <br />38.1 <br />D <br />27.7 <br />C <br />4.8 <br />A <br />MN-47 & <br />Sunwood <br />Signal <br />6.9 <br />A <br />WB <br />41.8 <br />D <br />70.0 <br />8.7 <br />A <br />NB <br />38.3 <br />D <br />5.9 <br />A <br />3.8 <br />A <br />Drive <br />SB <br />65.5 <br />3.0 <br />A <br />0.6 <br />A <br />EB <br />2.9 <br />�I <br />0.0 <br />A <br />I 6.9 <br />I A <br />CSAH 5 & <br />146th <br />Minor <br />Road <br />6.9 <br />A <br />WB <br />1.1 <br />A <br />- <br />_ <br />- <br />_ <br />NB <br />0.8 <br />A <br />0.1 <br />A <br />0.5 <br />A <br />Avenue <br />Stop <br />SB <br />- <br />- <br />0.2 <br />A <br />0.7 <br />A <br />CSAH 5 & <br />Lord of Life <br />Access <br />Minor <br />Road <br />Stop <br />5.7 <br />A <br />WB <br />5.7 <br />A <br />- <br />- <br />3.2 <br />A <br />NB <br />_ <br />_ <br />0.7 <br />A <br />0.1 <br />A <br />SB <br />2.6 <br />A <br />0.4 <br />A <br />- <br />- <br />EB <br />- <br />�I <br />11.1 <br />B <br />I 3.6 <br />I A <br />CSAH 5& <br />Iodine <br />Street <br />Minor <br />Road <br />Stop <br />11.1 <br />B <br />WB <br />7.9 <br />A <br />6.0 <br />A <br />3.3 <br />A <br />NB <br />2.3 <br />A <br />1.0 <br />A <br />0.5 <br />A <br />SB <br />1.3 <br />A <br />0.8 <br />A <br />1.7 <br />A <br />EB <br />- <br />- <br />1.4 <br />A <br />0.3 <br />A <br />CSAH 5 & <br />Dysprosium <br />Minor <br />Road <br />7.0 <br />A <br />WB <br />5.3 <br />A <br />1.3 <br />A <br />- <br />- <br />NB <br />7.0 <br />A <br />- <br />- <br />3.0 <br />A <br />Street <br />Stop <br />SB- <br />- <br />- <br />- <br />- <br />- <br />EB <br />55.4 <br />�I <br />34.0 <br />C <br />I 2.1 <br />I A <br />WB <br />52.4 <br />D <br />50.0 <br />D <br />14.7 <br />B <br />MN-47 & <br />CSAH 5 <br />Signal <br />19.3 <br />B <br />N B <br />47.2 <br />D <br />6.8 <br />A <br />1.2 <br />A <br />SB <br />61.7 <br />16.3 <br />B <br />5.4 <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 />