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