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Table 6 - Horizon Year (2040) No -Build Intersection Analysis (Cont.) <br />Lord of Life SimTraffic Delay Summary - 2040 PM No Build Peak Traffic <br />IOperations by Movement <br />Overall <br />Left <br />Through <br />Right <br />Intersection <br />Control <br />Approach <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 />11.4 <br />B <br />15.8 <br />C <br />3.8 <br />A <br />CSAH 5 & <br />Sunwood <br />Drive <br />Minor <br />Road <br />Stop <br />15.8 <br />C <br />WB <br />14.3 <br />B <br />13.4 <br />B <br />3.5 <br />A <br />NB <br />4.3 <br />A <br />4.4 <br />A <br />1.3 <br />A <br />SB <br />2.7 <br />A <br />1.3 <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 />1.2 <br />A <br />I 1.1 <br />I A <br />4.1 <br />A <br />WB <br />3.0 <br />A <br />� <br />I 1.2 <br />A <br />I 0.0 <br />A <br />NB <br />4.1 <br />A <br />- <br />- <br />1.9 <br />A <br />SB <br />- <br />- <br />- <br />- <br />- <br />EB <br />60.1 <br />64.7 <br />14.1 <br />B <br />M N-47 & <br />Sunwood <br />Drive <br />Signal <br />14.0 <br />B <br />WB <br />58.6 <br />57.1 <br />15.5 <br />B <br />NB <br />60.0 <br />13.7 <br />B <br />8.5 <br />A <br />SB <br />64.9 <br />3.8 <br />A <br />1.0 <br />A <br />EB <br />3.9 <br />�I <br />0.0 <br />A <br />I 10.7 <br />I B <br />CSAH 5 & <br />146th <br />Minor <br />Road <br />10.7 <br />B <br />WB <br />2.1 <br />A <br />- <br />- <br />- <br />_ <br />NB <br />1.3 <br />A <br />0.1 <br />A <br />3.8 <br />A <br />Avenue <br />Stop <br />SB <br />1.0 <br />A <br />0.5 <br />A <br />1.3 <br />A <br />EB <br />- <br />- <br />- <br />- <br />- <br />- <br />CSAH 5 & <br />Lord of Life <br />Access <br />Minor <br />Road <br />Stop <br />14.1 <br />B <br />WB <br />14.1 <br />B <br />- <br />- <br />5.4 <br />A <br />NB <br />_ <br />_ <br />0.9 <br />A <br />_ <br />_ <br />SB <br />- <br />- <br />0.6 <br />A <br />- <br />- <br />EB <br />12.5 <br />�I <br />- <br />- <br />I 3.5 <br />I A <br />CSAH 5 & <br />Iodine <br />Street <br />Minor <br />Road <br />Stop <br />15.4 <br />C <br />WB <br />15.4 <br />�I <br />- <br />- <br />I 10.6 <br />� B <br />NB <br />_ <br />_ <br />1.8 <br />A <br />0.3 <br />A <br />SB <br />5.5 <br />A <br />0.8 <br />A <br />0.2 <br />A <br />EB <br />- <br />- <br />1.8 <br />A <br />0.2 <br />A <br />CSAH 5 & <br />Dysprosium <br />Street <br />Minor <br />Road <br />Stop <br />17.0 <br />C <br />WB <br />7.0 <br />A <br />3.0 <br />A <br />- <br />- <br />NB <br />17.0 <br />C <br />- <br />- <br />5.5 <br />A <br />SB_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />EB <br />55.2 <br />�I <br />37.3 <br />D <br />I 2.5 <br />I A <br />MN-47 & <br />CSAH 5 <br />Signal <br />22 7 <br />C <br />WB <br />46.4 <br />�I <br />45.2 <br />D <br />I 29.6 <br />I C <br />NB <br />50.9 <br />D <br />11.9 <br />B <br />2.3 <br />A <br />SB <br />50.9 <br />D <br />20.8 <br />C <br />5.3 <br />A <br />For Side Street Stop intersections, the worst individual movement was reported for the overall intersection LOS. <br />Haviland Fields -Ramsey, MN <br />Traffic Impact Analysis I July 2023 <br />