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Lord of Life SimTraffic Delay Summary - Sunday 2027 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 <br />(sec/veh) <br />LOS <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 15.5 C 17.0 C 5.8 A <br />WB 19.2 C 13.6 B 1.7 A <br />NB 4.3 A 1.1 A 0.2 A <br />SB 1.3 A 1.8 A 0.2 A <br />19.2 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 />0.0 <br />4.1 <br />A <br />A <br />A <br />1.1 <br />0.8 <br />A <br />A <br />0.3 <br />0.0 <br />2.3 <br />A <br />A <br />A <br />4.1 <br />A <br />MN-47 & <br />Sunwood Signal <br />Drive <br />EB 43.6 D 33.6 C 4.8 A <br />WB 40.3 D 41.0 D 10.0 A <br />NB 28.4 C 4.1 A 1.1 A <br />SB 77.1 I I 5.6 A 0.6 A <br />8.4 A <br />CSAH 5 & <br />146th <br />Avenue <br />Minor <br />Road <br />Stop <br />EB <br />WB <br />NB <br />SB <br />8.1 <br />15.3 <br />4.7 <br />A <br />C <br />A <br />0.0 <br />0.0 <br />0.6 <br />1.6 <br />A <br />A <br />A <br />A <br />6.2 <br />0.0 <br />0.0 <br />A <br />A <br />A <br />15.3 <br />CSAH 5 & Minor <br />Lord of Life Road <br />Access Stop <br />EB - - - - - <br />WB - - - 2.5 A <br />NB 0.3 A 0.0 A <br />SB 0.3 A 0.8 A - - <br />2.5 A <br />CSAH 5 & <br />Iodine <br />Street <br />Minor <br />Road <br />Stop <br />EB <br />WB <br />NB <br />SB <br />5.5 <br />19.5 <br />8.1 <br />2.1 <br />A <br />C <br />A <br />A <br />0.6 <br />2.1 <br />A <br />A <br />17.7 <br />7.6 <br />0.4 <br />0.4 <br />C <br />A <br />A <br />A <br />19.5 <br />CSAH 5 & Minor <br />Dysprosium Road <br />Street Stop <br />EB - 2.8 A 1.2 A <br />WB 15.8 C 1.1 A - - <br />NB 25.1 D - - 6.5 A <br />SB - - - - - <br />25.1 D <br />MN-47 & <br />CSAH 5 <br />Signal <br />EB <br />WB <br />NB <br />SB <br />65.5 <br />45.6 <br />52.4 <br />58.1 <br />47.9 D <br />39.2 D <br />7.2 A <br />16.1 B <br />4.2 <br />4.2 <br />1.0 <br />6.4 <br />A <br />A <br />A <br />A <br />17.3 <br />B <br />With the addition of site -generated traffic, the study area intersections are projected to experience very little <br />change in delay with all of the intersections and almost all movements operating at the same level of service. <br />A few of the left turn movements do however operate very close to level of service F which is not ideal but <br />is considered acceptable for low volume movements. <br />19 <br />Haviland Fields - Ramsey, MN <br />Traffic Impact Analysis I July 2023 <br />