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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 />Intersection <br />Control <br />Approach <br />Operations by Movement <br />Left <br />Delay LOS <br />(sec/veh) <br />Through <br />Delay LOS <br />(sec/veh) <br />Right <br />Delay LOS <br />(sec/veh) <br />Overall <br />Intersection <br />Delay LOS <br />(sec/veh) <br />CSAH 5 & Minor <br />Sunwood Road <br />Drive Stop <br />EB 4.7 A 9.2 A 2.7 A <br />WB 7.5 A 6.1 A 1.8 A <br />NB 1.5 A 1.3 A 0.4 A <br />SB 0.7 A 0.1 A <br />7.5 A <br />Sunwood <br />Drive & <br />Cobalt <br />Street <br />Minor <br />Road <br />Stop <br />EB <br />WB <br />NB <br />SB <br />0.0 <br />2.1 <br />A <br />A <br />1.3 <br />0.7 <br />A <br />A <br />0.9 <br />0.0 <br />2.3 <br />A <br />A <br />A <br />2.3 <br />A <br />MN-47 & <br />Sunwood Signal <br />Drive <br />EB <br />WB <br />NB <br />SB <br />38.1 <br />41.8 <br />38.3 <br />65.5 <br />D 27.7 <br />D 70.0 <br />D 5.9 <br />3.0 <br />A <br />A <br />4.8 <br />8.7 <br />3.8 <br />0.6 <br />A <br />A <br />A <br />A <br />6.9 A <br />EB <br />2.9 <br />A <br />0.0 <br />A <br />6.9 <br />A <br />CSAH 5 & <br />Minor <br />WB <br />146th <br />Road <br />1.1 <br />A <br />6.9 <br />A <br />Avenue <br />Stop <br />NB <br />0.8 <br />A <br />0.1 <br />A <br />0.5 <br />A <br />SB <br />- <br />- <br />0.2 <br />A <br />0.7 <br />A <br />CSAH 5 & Minor <br />Lord of Life Road <br />Access Stop <br />EB <br />WB <br />NB <br />SB <br />5.7 A <br />2.6 <br />A <br />3.2 A <br />0.7 A 0.1 A <br />0.4 <br />A <br />5.7 A <br />CSAH 5& <br />EB <br />Minor WB <br />- <br />7.9 <br />- <br />A <br />11.1 <br />6.0 <br />B <br />A <br />3.6 <br />3.3 <br />A <br />A <br />Iodine <br />Road <br />11.1 <br />B <br />Street <br />Stop 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 />CSAH 5 & Minor <br />Dysprosium Road <br />Street Stop <br />EB <br />WB <br />NB <br />SB <br />1.4 <br />A <br />5.3 A 1.3 A <br />0.3 <br />A <br />7.0 A - - 3.0 A <br />7.0 A <br />MN-47 & <br />CSAH 5 <br />Signal <br />EB <br />WB <br />NB <br />SB <br />55.4 <br />52.4 <br />47.2 <br />61.7 <br />D <br />D <br />34.0 <br />50.0 <br />6.8 <br />16.3 <br />C <br />D <br />A <br />B <br />2.1 <br />14.7 <br />1.2 <br />5.4 <br />A <br />B <br />A <br />A <br />19.3 <br />B <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 />26 <br />