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Intersection <br />Table 3 - Existing Year (2023) Intersection Analysis (Cont.) <br />Lord of Life SimTraffic Delay Summary - Existing PM Peak Hour <br />Control <br />CSAH 5 & Minor <br />Sunwood Road <br />Drive Stop <br />Sunwood <br />Drive & <br />Cobalt <br />Street <br />Minor <br />Road <br />Stop <br />Approach <br />EB <br />WB <br />NB <br />SB <br />EB <br />WB <br />NB <br />SB <br />Left <br />Operations by Movement <br />Through Right <br />Delay <br />(sec/veh) <br />21.0 <br />28.6 <br />1.8 <br />1.2 <br />0.0 <br />0.0 <br />1.1 <br />4.5 <br />MN-47 & <br />Sunwood Signal <br />Drive <br />EB 49.3 <br />WB 59.1 <br />NB 31.3 <br />SB 20.1 <br />CSAH 5 & <br />146th <br />Avenue <br />Minor <br />Road <br />Stop <br />CSAH 5 & Minor <br />Lord of Life Road <br />Access Stop <br />CSAH 5 & <br />Iodine <br />Street <br />Minor <br />Road <br />Stop <br />CSAH 5 & Minor <br />Dysprosium Road <br />Street Stop <br />MN-47 & <br />CSAH 5 <br />Signal <br />EB <br />WB <br />NB <br />SB <br />EB <br />WB <br />NB <br />SB <br />EB <br />WB <br />NB <br />SB <br />EB <br />WB <br />NB <br />SB <br />EB <br />WB <br />NB <br />SB <br />Haviland Fields - Ramsey, MN <br />Traffic Impact Analysis I July 2023 <br />4.6 <br />0.3 <br />40.2 <br />7.9 <br />3.4 <br />8.4 <br />58.1 <br />58.3 <br />40.2 <br />34.3 <br />LOS <br />C <br />D <br />A <br />A <br />A <br />A <br />A <br />A <br />D <br />C <br />C <br />A <br />A <br />A <br />A <br />A <br />D <br />Delay <br />(sec/veh) <br />9.0 <br />15.8 <br />2.8 <br />1.1 <br />0.0 <br />0.0 <br />0.3 <br />2.4 <br />0.2 <br />72.1 <br />13.4 <br />2.9 <br />0.0 <br />0.0 <br />0.5 <br />0.5 <br />0.4 <br />0.4 <br />1.3 <br />0.5 <br />1.4 <br />1.9 <br />LOS <br />A <br />C <br />A <br />A <br />A <br />A <br />A <br />A <br />A <br />B <br />A <br />A <br />Delay <br />(sec/veh) <br />2.2 <br />1.4 <br />1.7 <br />0.3 <br />0.0 <br />0.0 <br />0.7 <br />1.8 <br />3.4 <br />0.0 <br />7.7 <br />0.0 <br />A - <br />A 0.0 <br />A 0.1 <br />- 2.4 <br />A - <br />A - 2.8 <br />A 0.0 <br />A - <br />A 0.3 <br />A - <br />- - 3.6 <br />26.8 C 1.6 <br />55.6 39.3 <br />9.6 A 2.2 <br />13.7 B 12.9 <br />LOS <br />A <br />A <br />A <br />A <br />A <br />A <br />A <br />A <br />A <br />A <br />A <br />A <br />A <br />A <br />A <br />A <br />A <br />A <br />A <br />A <br />D <br />A <br />B <br />Overall <br />Intersection <br />Delay <br />(sec/veh) <br />LOS <br />28.6 D <br />4.5 <br />A <br />13.1 B <br />4.6 <br />A <br />2.4 A <br />40.2 <br />E <br />8.4 A <br />20.4 <br />10 <br />