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Table 6 - Horizon Year (2040) No -Build Intersection Analysis <br />Lord of Life SimTraffic Delay Summary - 2040 AM No Build Peak Traffic <br />Intersection <br />Control <br />Approach <br />Left <br />Delay <br />(sec/veh) <br />Operations by Movement <br />LOS <br />Through <br />Delay LOS <br />(sec/veh) <br />Right <br />Delay <br />(sec/veh) <br />LOS <br />Overall <br />Intersection <br />Delay <br />(sec/veh) <br />LOS <br />CSAH 5 & Minor <br />Sunwood Road <br />Drive Stop <br />EB 13.6 B 12.3 B 7.6 A <br />WB 13.6 B 15.4 C 2.1 A <br />NB 5.0 A 1.2 A 0.2 A <br />SB 0.5 A 1.4 A 0.2 A <br />15.4 C <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 />4.2 <br />1.8 <br />1.1 <br />A <br />A <br />1.9 <br />0.0 <br />2.4 <br />A <br />A <br />A <br />4.2 <br />A <br />MN-47 & <br />Sunwood Signal <br />Drive <br />EB 44.9 <br />WB 48.9 <br />NB 59.5 <br />SB 53.5 <br />D <br />D <br />D <br />38.0 D 7.3 A <br />39.6 D 5.2 A <br />5.7 A 3.2 A <br />4.2 A 0.9 A <br />8.2 A <br />CSAH 5 & <br />146th <br />Avenue <br />Minor <br />Road <br />Stop <br />EB <br />WB <br />NB <br />SB <br />7.8 <br />4.2 <br />0.6 <br />0.0 <br />0.0 <br />0.4 <br />A <br />A <br />A <br />10.6 <br />1.5 <br />1.7 <br />B <br />A <br />A <br />10.6 <br />B <br />CSAH 5 & Minor <br />Lord of Life Road <br />Access Stop <br />EB <br />WB <br />NB <br />SB <br />3.1 A <br />0.4 A <br />0.7 A <br />3.1 A <br />CSAH 5 & <br />Iodine <br />Street <br />Minor <br />Road <br />Stop <br />EB <br />WB <br />NB <br />SB <br />25.0 <br />6.0 <br />1.7 <br />A <br />A <br />0.7 <br />1.5 <br />A <br />A <br />9.5 <br />0.2 <br />0.3 <br />A <br />A <br />A <br />25.0 <br />CSAH 5 & Minor <br />Dysprosium Road <br />Street Stop <br />EB 2.6 A 1.0 A <br />WB 13.2 B 1.3 A - - <br />NB 18.1 C - - 7.4 A <br />SB- - - - - - <br />18.1 C <br />MN-47 & <br />CSAH 5 <br />Signal <br />EB <br />WB <br />NB <br />SB <br />36.9 <br />50.4 <br />46.1 <br />47.3 <br />D <br />D <br />D <br />D <br />34.9 <br />32.5 <br />6.4 <br />19.1 <br />C <br />C <br />A <br />B <br />4.0 <br />5.9 <br />1.6 <br />6.2 <br />A <br />A <br />A <br />A <br />17.7 <br />B <br />For Side Street Stop intersections, the worst individual movement was reported for the overall intersection LOS. <br />21 <br />Haviland Fields - Ramsey, MN <br />Traffic Impact Analysis I July 2023 <br />