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Table 4 - Opening Year (2027) No -Build Intersection Analysis (Cont.) <br />Lord of Life SimTraffic Delay Summary - 2027 No Build PM Peak Hour <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 />20.2 <br />C <br />20.0 <br />C <br />6.9 <br />A <br />CSAH 5 & <br />Sunwood <br />Drive <br />Minor <br />Road <br />Stop <br />20.2 <br />C <br />WB <br />19.5 <br />C <br />5.6 <br />A <br />- <br />- <br />NB <br />3.5 <br />A <br />4.3 <br />A <br />1.3 <br />A <br />SB <br />3.9 <br />A <br />1.0 <br />A <br />0.1 <br />A <br />Sunwood <br />Drive & <br />Cobalt <br />Street <br />Minor <br />Road <br />Stop <br />EB <br />0.0 <br />2.0 <br />A <br />I 1.3 <br />I A <br />2I 0 <br />A <br />WB <br />0.0 <br />A <br />� <br />0.0 <br />A <br />0.0 <br />A <br />NB <br />- <br />_ <br />_ <br />_ <br />2.0 <br />A <br />SB- <br />- <br />- <br />- <br />- <br />- <br />EB <br />16.7 <br />B <br />74.5 <br />3.9 <br />A <br />MN-47 & <br />Sunwood <br />Drive <br />Signal <br />12.7 <br />B <br />WB <br />66.3 <br />0.0 <br />A <br />3.2 <br />A <br />NB <br />- <br />- <br />13.8 <br />B <br />6.9 <br />A <br />SB <br />35.3 <br />D <br />1.6 <br />A <br />- <br />- <br />I <br />I <br />EB <br />6.7 <br />�I <br />0.0 <br />A <br />I 3.3 <br />I A <br />CSAH 5 & <br />146th <br />Minor <br />Road <br />14.5 <br />B <br />WB <br />14.5 <br />B <br />0.0 <br />A <br />- <br />- <br />NB <br />0.6 <br />A <br />1.6 <br />A <br />- <br />- <br />Avenue <br />Stop <br />SB <br />0.2 <br />A <br />0.6 <br />A <br />- <br />- <br />CSAH 5 & <br />Lord of Life <br />Access <br />Minor <br />Road <br />Stop <br />0.8 <br />A <br />WB <br />- <br />_ <br />- <br />NB <br />- <br />- <br />0.8 <br />A <br />- <br />- <br />SB <br />- <br />- <br />0.6 <br />A <br />- <br />- <br />EB <br />- <br />II <br />- <br />- <br />I 5.0 <br />I <br />AI <br />CSAH 5 & <br />Iodine <br />Street <br />Minor <br />Road <br />Stop <br />7.0 <br />A <br />WB <br />_ <br />_ <br />_ <br />I <br />- <br />5.5 <br />A <br />NB <br />1.7 <br />A <br />I 0.8 <br />I A <br />SB <br />7.0 <br />A <br />0.8 <br />A <br />- <br />- <br />EB <br />- <br />- <br />1.8 <br />A <br />0.3 <br />A <br />CSAH 5 & <br />Dysprosium <br />Street <br />Minor <br />Road <br />Stop <br />18.7 <br />C <br />WB <br />3.0 <br />A <br />2.3 <br />A <br />- <br />- <br />NB <br />18.7 <br />C <br />- <br />- <br />3.7 <br />A <br />SB- <br />- <br />- <br />- <br />- <br />- <br />EB <br />59.2 <br />�I <br />42.2 <br />D <br />I 2.2 <br />I A <br />M N-47 & <br />CSAH 5 <br />Signal <br />21.5 <br />C <br />WB <br />24.6 <br />�I <br />53.4 <br />D <br />I 27.1 <br />I C <br />NB <br />40.1 <br />D <br />11.6 <br />B <br />2.0 <br />A <br />SB <br />42.2 <br />D <br />20.6 <br />C <br />2.2 <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 />