Laserfiche WebLink
Table 5- Opening Year (2027) Build Intersection Analysis <br />Lord of Life SimTraffic Delay Summary - 2027 AM 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 7.3 A 10.9 B 6.3 A <br />CSAH 5 & Minor <br />WB 12.6 B 13.0 B 2.9 A <br />Sunwood Road <br />13.0 B <br />Drive Stop <br />NB 3.1 A 0.8 A 0.1 A <br />SB 0.5 A 1.3 A 0.1 A <br />Sunwood <br />EB <br />0.0 <br />A <br />2.2 <br />A <br />2.0 <br />A <br />Drive & <br />r <br />WB <br />1.9 <br />A <br />1.1 <br />A <br />0.0 <br />A <br />Road <br />4.6 <br />A <br />Cobalt <br />Stop <br />NB <br />4.6 <br />A <br />- <br />- <br />2.6 <br />A <br />Street <br />SB <br />- <br />- <br />- <br />- <br />- <br />- <br />EB 31.2 C 43.4 D 6.5 A <br />MN-47 & WB 44.3 D 44.9 D 8.6 A <br />Sunwood Signal 8.8 A <br />Drive NB 48.3 D 5.3 A 2.9 A <br />SB 44.1 D 4.5 A 1.4 A <br />EB <br />6.4 <br />A <br />0.0 <br />A <br />8.1 <br />A <br />CSAH 5 & <br />Minor <br />WB <br />146th <br />Road <br />2.7 <br />A <br />6.4 <br />A <br />Avenue <br />Stop <br />NB <br />0.5 <br />A <br />0.0 <br />A <br />1.4 <br />A <br />SB <br />- <br />- <br />0.8 <br />A <br />1.5 <br />A <br />EB - - - <br />CSAH 5 & Minor <br />WB 10.0 A - - 3.0 A <br />Lord of Life Road <br />10.0 A <br />NB 0.4 A 0.0 A <br />Access Stop <br />SB 1.0 A 0.8 A - - <br />EB <br />11.6 <br />B <br />- <br />- <br />15.5 <br />C <br />CSAH 5 & <br />Minor <br />WB <br />24.5 <br />C <br />- <br />- <br />18.2 <br />C <br />Iodine <br />Road <br />24.5 <br />C <br />Street <br />Stop <br />NB <br />9.6 <br />A <br />0.7 <br />A <br />0.4 <br />A <br />SB <br />1.7 <br />A <br />2.1 <br />A <br />0.4 <br />A <br />EB - - 2.7 A 1.1 A <br />CSAH 5 & Minor <br />WB 12.6 B 1.2 A - - <br />Dysprosium Road <br />25.2 D <br />Street Stop <br />NB 25.2 D - - 10.7 B <br />SB - - - - - - <br />EB <br />36.8 <br />D <br />37.7 <br />D <br />4.0 <br />A <br />MN-47 & <br />Signal <br />g <br />WB <br />46.7 <br />D <br />34.5 <br />C <br />9.1 <br />A <br />17.6 <br />B <br />CSAH 5 <br />NB <br />45.8 <br />D <br />5.9 <br />A <br />1.2 <br />A <br />SB <br />46.8 <br />D <br />18.9 <br />B <br />7.1 <br />A <br />For Side Street Stop intersections, the worst individual movement was reported for the overall intersection LOS. <br />17 <br />Haviland Fields - Ramsey, MN <br />Traffic Impact Analysis I July 2023 <br />