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Table 7 - Horizon Year (2040) Build Intersection Analysis <br />Lord of Life SimTraffic Delay Summary - AM 2040 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 />15.5 <br />C <br />11.7 <br />B <br />6.4 <br />A <br />CSAH 5 & <br />Sunwood <br />Minor <br />Road <br />15.5 <br />C <br />WB <br />10.4 <br />j B <br />11.3 <br />j B <br />j 2.8 <br />j A <br />NB <br />4.2 <br />A <br />1.1 <br />A <br />0.2 <br />A <br />Drive <br />Stop <br />SB <br />0.3 <br />A <br />1.5 <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 />1.7 <br />A <br />I 2.0 <br />I A <br />4.4 <br />A <br />WB <br />2.7 <br />A <br />0.7 <br />A <br />0.0 <br />A <br />NB <br />4.4 <br />A <br />- <br />- <br />2.4 <br />A <br />SB <br />- <br />- <br />- <br />- <br />- <br />EB <br />49.0 <br />D <br />40.7 <br />D <br />4.5 <br />A <br />MN-47 & <br />Sunwood <br />Signal <br />8.3 <br />A <br />WB <br />39.9 <br />D <br />37.0 <br />D <br />2.3 <br />A <br />NB <br />39.3 <br />D <br />4.4 <br />A <br />2.7 <br />A <br />Drive <br />SB <br />65.7 <br />5.3 <br />A <br />0.9 <br />A <br />EB <br />60.2 <br />0.0 <br />A <br />I 5.9 <br />I A <br />CSAH 5 & <br />146th <br />Minor <br />Road <br />60.2 <br />F <br />WB <br />9•9 <br />A <br />0.0 <br />A <br />- <br />_ <br />NB <br />6.2 <br />A <br />1.2 <br />A <br />0.0 <br />A <br />Avenue <br />Stop <br />SB <br />- <br />- <br />1.4 <br />A <br />0.5 <br />A <br />EB <br />- <br />- <br />- <br />- <br />- <br />- <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 />2.3 <br />A <br />NB <br />_ <br />_ <br />0.4 <br />A <br />0.0 <br />A <br />SB <br />- <br />- <br />0.8 <br />A <br />- <br />- <br />I <br />I <br />EB <br />12.7 <br />�I <br />- <br />- <br />I 30.8 <br />I D <br />CSAH 5 & <br />Iodine <br />Street <br />Minor <br />Road <br />Stop <br />31.5 <br />D <br />WB <br />31.5 <br />D <br />- <br />- <br />8.4 <br />A <br />NB <br />6.8 <br />A <br />0.8 <br />A <br />0.3 <br />A <br />SB <br />1.7 <br />A <br />2.1 <br />A <br />0.7 <br />A <br />EB <br />- <br />- <br />3.1 <br />A <br />1.1 <br />A <br />CSAH 5 & <br />Dysprosium <br />Minor <br />Road <br />35.7 <br />E <br />WB <br />15.3 <br />C <br />1.3 <br />A <br />- <br />- <br />NB <br />35.7 <br />- <br />- <br />16.2 <br />C <br />Street <br />Stop <br />SB- <br />- <br />- <br />- <br />- <br />- <br />EB <br />36.4 <br />�I <br />32.3 <br />C <br />I 4.7 <br />I A <br />WB <br />41.4 <br />D <br />35.4 <br />D <br />14.2 <br />B <br />MN-47 & <br />CSAH 5 <br />Signal <br />19.6 <br />B <br />N B <br />62.9 <br />6.3 <br />A <br />2.2 <br />A <br />SB <br />53.1 <br />D <br />21.1 <br />C <br />8.1 <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 />