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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 />Operations by Movement <br />Overall <br />Left <br />Through <br />Right <br />Intersection <br />Intersection <br />Control <br />Approach <br />Delay <br />LOS <br />Delay <br />LOS <br />Delay <br />LOS <br />Delay <br />LOS <br />(sec/veh) <br />(sec/veh) <br />(sec/veh) <br />(sec/veh) <br />EB 18.4 C 14.1 B 3.1 A <br />CSAH 5 & Minor <br />WB 19.3 C 17.1 C 3.9 A <br />Sunwood Road <br />19.3 C <br />Drive Stop <br />NB 5.0 A 5.5 A 1.6 A <br />SB 1.0 A 1.1 A 0.2 A <br />Sunwood <br />EB <br />0.0 <br />A <br />1.4 <br />A <br />0.5 <br />A <br />Drive & <br />r <br />WB <br />2.6 <br />A <br />1.2 <br />A <br />0.0 <br />A <br />Road <br />2.9 <br />A <br />Cobalt <br />Stop <br />NB <br />- <br />- <br />- <br />- <br />2.9 <br />A <br />Street <br />SB <br />- <br />- <br />- <br />- <br />- <br />- <br />EB 67.0 <br />57.6 <br />7.6 A <br />MN-47 & WB 59.4 <br />59.9 <br />10.5 B <br />Sunwood Signal <br />14.7 B <br />Drive NB 76.1 <br />13.0 B <br />7.1 A <br />SB 62.4 <br />5.2 A <br />0.4 A <br />EB <br />17.5 <br />C <br />0.0 <br />A <br />3.0 <br />A <br />CSAH 5 & <br />Minor <br />WB <br />146th <br />Road <br />11.3 <br />B <br />0.0 <br />A <br />17.5 <br />C <br />Avenue <br />Stop <br />NB <br />2.1 <br />A <br />1.2 <br />A <br />0.4 <br />A <br />SB <br />1.5 <br />A <br />0.8 <br />A <br />0.1 <br />A <br />EB - - - - - - <br />CSAH 5 & Minor <br />- <br />WB 14.1 B - 3.6 A <br />Lord of Life Road <br />14.1 B <br />NB 1.1 A 0.7 A <br />Access Stop <br />SB 3.8 A 0.7 A - - <br />EB <br />13.5 <br />B <br />- <br />- <br />5.1 <br />A <br />CSAH 5 & <br />Minor <br />WB <br />18.5 <br />C <br />- <br />- <br />6.5 <br />A <br />Iodine <br />Road <br />18.5 <br />C <br />Street <br />Stop <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 - - 2.1 A 0.6 A <br />CSAH 5 & Minor <br />WB 8.2 A 3.1 A - - <br />Dysprosium Road <br />20.4 C <br />Street Stop <br />NB 20.4 C - - 5.3 A <br />SB - - - - - - <br />EB <br />70.1 <br />38.3 <br />D <br />2.7 <br />A <br />MN-47 & <br />Signal <br />g <br />WB <br />51.2 <br />D <br />48.0 <br />D <br />29.7 <br />C <br />25.0 <br />C <br />CSAH 5 <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 />27 <br />Haviland Fields - Ramsey, MN <br />Traffic Impact Analysis I July 2023 <br />