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Table 7 - Design Year (2040) Build Intersection Analysis (Cont.) <br />Lord of Life SimTraffic Delay Summary - PM 2040 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 />18.4 <br />C <br />14.1 <br />B <br />3.1 <br />A <br />CSAH 5 & <br />Sunwood <br />Drive <br />Minor <br />Road <br />Stop <br />19.3 <br />C <br />WB <br />19.3 <br />C <br />17.1 <br />C <br />3.9 <br />A <br />NB <br />5.0 <br />A <br />5.5 <br />A <br />1.6 <br />A <br />SB <br />1.0 <br />A <br />1.1 <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 />1.4 <br />A <br />I 0.5 <br />I A <br />2I 9 <br />A <br />WB <br />2.6 <br />A <br />� <br />1.2 <br />A <br />I 0.0 <br />A <br />NB- <br />- <br />- <br />- <br />2.9 <br />A <br />SB- <br />- <br />- <br />- <br />- <br />- <br />EB <br />67.0 <br />57.6 <br />7.6 <br />A <br />M N-47 & <br />Sunwood <br />Drive <br />Signal <br />14.7 <br />B <br />W B <br />59.4 <br />59.9 <br />10.5 <br />B <br />NB <br />76.1 <br />13.0 <br />B <br />7.1 <br />A <br />SB <br />62.4 <br />5.2 <br />A <br />0.4 <br />A <br />EB <br />17.5 <br />�I <br />0.0 <br />A <br />I 3.0 <br />I A <br />CSAH 5 & <br />146th <br />Minor <br />Road <br />17.5 <br />C <br />WB <br />11.3 <br />B <br />0.0 <br />A <br />- <br />_ <br />NB <br />2.1 <br />A <br />1.2 <br />A <br />0.4 <br />A <br />Avenue <br />Stop <br />SB <br />1.5 <br />A <br />0.8 <br />A <br />0.1 <br />A <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 />3.6 <br />A <br />NB <br />_ <br />_ <br />1.1 <br />A <br />0.7 <br />A <br />SB <br />3.8 <br />A <br />0.7 <br />A <br />- <br />- <br />E B <br />13.5 <br />�I <br />- <br />- <br />I 5.1 <br />I A <br />CSAH 5 & <br />Iodine <br />Street <br />Minor <br />Road <br />Stop <br />18.5 <br />C <br />Wg <br />18.5 <br />�I <br />- <br />- <br />I 6.5 <br />� A <br />NB <br />0.2 <br />A <br />2.1 <br />A <br />0.7 <br />A <br />SB <br />6.9 <br />A <br />1.1 <br />A <br />0.0 <br />A <br />EB <br />- <br />- <br />2.1 <br />A <br />0.6 <br />A <br />CSAH 5 & <br />Dysprosium <br />Street <br />Minor <br />Road <br />Stop <br />20.4 <br />C <br />WB <br />8.2 <br />A <br />3.1 <br />A <br />- <br />- <br />NB <br />20.4 <br />C <br />- <br />- <br />5.3 <br />A <br />SB <br />- <br />- <br />- <br />- <br />- <br />EB <br />70.1 <br />�I <br />38.3 <br />D <br />I 2.7 <br />I A <br />MN-47 & <br />CSAH 5 <br />Signal <br />25.0 <br />C <br />WB <br />51.2 <br />�I <br />48.0 <br />D <br />I 29.7 <br />C <br />NB <br />50.7 <br />D <br />11.8 <br />B <br />2.5 <br />A <br />SB <br />51.6 <br />D <br />26.6 <br />C <br />6.6 <br />A <br />With additional site traffic and background traffic growth, the study area intersections are projected to <br />experience some change in delay, with some of movements and approaches projected to operate at a <br />lower LOS as compared to Opening Year (2027) Build Conditions. The network is not expected to need <br />significant mitigations along the corridor in order to operate at acceptable levels. Some minor changes at <br />Haviland Fields -Ramsey, MN <br />Traffic Impact Analysis I July 2023 <br />