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Lord of Life SimTraffic Delay Summary - Sunday 2027 Build Peak Traffic <br />IOperations by Movement <br />Overall <br />Intersection <br />Control <br />Approach <br />Left <br />Through <br />Right <br />Intersection <br />Delay <br />(sec/veh) <br />LOS <br />Delay <br />(sec/veh) <br />LOS <br />Delay <br />(sec/veh) <br />LOS <br />Delay <br />(sec/veh) <br />LOS <br />EB <br />15.5 <br />C <br />17.0 <br />C <br />5.8 <br />A <br />CSAH 5 & <br />Sunwood <br />Drive <br />Minor <br />Road <br />Stop <br />19.2 <br />C <br />WB <br />19.2 <br />C <br />13.6 <br />B <br />1.7 <br />A <br />NB <br />4.3 <br />A <br />1.1 <br />A <br />0.2 <br />A <br />SB <br />1.3 <br />A <br />1.8 <br />A <br />0.2 <br />A <br />Sunwood <br />Drive & <br />Cobalt <br />Street <br />Minor <br />Road <br />Stop <br />EB <br />0.0 <br />1.1 <br />A <br />I 0.3 <br />A <br />4.1 <br />A <br />WB <br />0.0 <br />A <br />� <br />I 0.8 <br />A <br />I 0.0 <br />I A <br />I <br />NB <br />4.1 <br />A <br />- <br />- <br />2.3 <br />A <br />SB- <br />- <br />- <br />- <br />- <br />- <br />EB <br />43.6 <br />D <br />33.6 <br />C <br />4.8 <br />A <br />MN-47 & <br />Sunwood <br />Drive <br />Signal <br />8.4 <br />A <br />WB <br />40.3 <br />D <br />41.0 <br />D <br />10.0 <br />A <br />NB <br />28.4 <br />C <br />4.1 <br />A <br />1.1 <br />A <br />SB <br />77.1 <br />5.6 <br />A <br />0.6 <br />A <br />EB <br />8.1 <br />�I <br />0.0 <br />A <br />I 6.2 <br />I A <br />CSAH 5 & <br />146th <br />Avenue <br />Minor <br />Road <br />Stop <br />15.3 <br />C <br />WB <br />15.3 <br />C <br />0.0 <br />A <br />- <br />_ <br />NB <br />4.7 <br />0.6 <br />A <br />I 0.0 <br />I A <br />SB <br />- <br />- <br />1.6 <br />A <br />0.0 <br />A <br />CSAH 5 & <br />Lord of Life <br />Access <br />Minor <br />Road <br />Stop <br />2.5 <br />A <br />WB <br />_ <br />_ <br />_ <br />_ <br />2.5 <br />A <br />NB <br />- <br />- <br />0.3 <br />A <br />0.0 <br />A <br />SB <br />0.3 <br />A <br />0.8 <br />A <br />- <br />- <br />EB <br />5.5 <br />A <br />- <br />- <br />17.7 <br />C <br />CSAH 5 & <br />Iodine <br />Street <br />Minor <br />Road <br />Stop <br />19.5 <br />C <br />WB <br />19.5 <br />C <br />� <br />I - <br />- <br />I 7.6 <br />A <br />NB <br />8.1 <br />0.6 <br />A <br />I 0.4 <br />I A <br />SB <br />2.1 <br />A <br />2.1 <br />A <br />0.4 <br />A <br />EB <br />- <br />- <br />2.8 <br />A <br />1.2 <br />A <br />CSAH 5 & <br />Dysprosium <br />Street <br />Minor <br />Road <br />Stop <br />25.1 <br />D <br />WB <br />15.8 <br />C <br />1.1 <br />A <br />- <br />- <br />NB <br />25.1 <br />D <br />- <br />- <br />6.5 <br />A <br />SB <br />- <br />- <br />- <br />- <br />- <br />EB <br />65.5 <br />47.9 <br />D <br />4.2 <br />A <br />MN-47 & <br />CSAH 5 <br />Signal <br />17.3 <br />B <br />WB <br />45.6 <br />�I <br />39.2 <br />D <br />I 4.2 <br />I A <br />NB <br />52.4 <br />D <br />7.2 <br />A <br />1.0 <br />A <br />SB <br />58.1 <br />16.1 <br />B <br />6.4 <br />A <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 />Haviland Fields -Ramsey, MN <br />Traffic Impact Analysis I July 2023 <br />