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Table 4 - Opening Year (2027) No -Build Intersection Analysis <br />Lord of Life SimTraffic Delay Summary - 2027 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 8.5 A 11.6 B 6.2 A <br />WB 11.3 B 11.8 B 2.6 A <br />NB 4.4 A 0.8 A 0.2 A <br />SB 0.7 A 1.3 A 0.2 A <br />11.8 B <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 />4.4 <br />A <br />A <br />2.3 <br />1.0 <br />A <br />A <br />1.5 <br />0.0 <br />2.2 <br />A <br />A <br />A <br />4.4 <br />A <br />MN-47 & <br />Sunwood Signal <br />Drive <br />EB 46.6 D 50.1 D 7.6 A <br />WB 44.2 D 48.4 D 5.4 A <br />NB 38.8 D 5.4 A 3.1 A <br />SB 50.9 D 4.3 A 1.1 A <br />8.7 A <br />CSAH 5 & <br />146th <br />Avenue <br />Minor <br />Road <br />Stop <br />EB <br />WB <br />NB <br />SB <br />5.1 <br />3.2 <br />0.6 <br />A <br />A <br />A <br />0.0 <br />0.0 <br />0.4 <br />A <br />A <br />A <br />9.8 <br />1.3 <br />1.5 <br />A <br />A <br />A <br />9.8 <br />A <br />CSAH 5 & Minor <br />Lord of Life Road <br />Access Stop <br />EB <br />WB <br />NB <br />SB <br />1.4 A <br />0.3 A <br />0.7 A <br />1.4 A <br />CSAH 5 & <br />Iodine <br />Street <br />Minor <br />Road <br />Stop <br />EB <br />WB <br />NB <br />SB <br />8.9 <br />6.0 <br />1.8 <br />A <br />A <br />A <br />0.6 <br />1.3 <br />A <br />A <br />7.5 <br />0.2 <br />0.2 <br />A <br />A <br />A <br />8.9 <br />A <br />CSAH 5 & Minor <br />Dysprosium Road <br />Street Stop <br />EB 2.2 A 0.8 A <br />WB 8.8 A 1.2 A - - <br />NB 14.1 B - - 6.0 A <br />SB- - - - - - <br />14.1 B <br />MN-47 & <br />CSAH 5 <br />Signal <br />EB <br />WB <br />NB <br />SB <br />39.0 <br />48.5 <br />47.3 <br />44.0 <br />D <br />D <br />D <br />D <br />37.0 <br />34.9 <br />6.0 <br />18.2 <br />D <br />C <br />A <br />B <br />3.6 <br />8.5 <br />1.6 <br />6.4 <br />A <br />A <br />A <br />A <br />17.1 <br />B <br />For Side Street Stop intersections, the worst individual movement was reported for the overall intersection LOS. <br />13 <br />Haviland Fields - Ramsey, MN <br />Traffic Impact Analysis I July 2023 <br />