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Table 7-Design Year(2040) Build Intersection Analysis (Cont.) <br /> Lord of Life SimTraffic Delay Summary -2040 Build PM Peak Traffic <br /> Operations by Movement Overall <br /> Left Through Right Intersection <br /> Intersection Control Approach <br /> Delay LOS Delay LOS Delay LOS Delay LOS <br /> (sec/veh) (sec/veh) (sec/veh) (sec/veh) <br /> EB 16.0 C 14.5 B 4.5 A <br /> CSAH 5& Minor WB 18.8 C 16.2 C 4.7 A <br /> Sunwood Road 18.8 C <br /> Drive Stop N B 5.0 A 4.4 A 1.1 A <br /> SB 2.5 A 1.4 A 0.3 A <br /> Sunwood Minor EB 0.0 A 1.3 A 0.9 A <br /> Drive& Road WB 3.0 A 1.1 A 0.0 A <br /> 4.7 A <br /> Cobalt NB 4.7 A - - 2.2 A <br /> Street Stop <br /> SB - - - - - - <br /> EB 54.6 D 52.0 D 11.5 B <br /> MN-47& WB 56.3 55.9 13.5 B <br /> Sunwood Signal 14.4 B <br /> Road NB 69.7 14.3 B 8.5 A <br /> SB 72.4 4.1 A 0.6 A <br /> EB 8.5 A 0.0 A 3.4 A <br /> CSAH 5& Minor _ <br /> 146th Road WB 16.1 C 0.0 A _ 16.1 C <br /> Avenue Stop NB 2.9 A 1.5 A 0.2 A <br /> SB 1.2 A 1.0 A 0.4 A <br /> EB - - - - - - <br /> CSAH 5& Minor WB - _ _ - 4.4 A <br /> Lord of Life Road N B _ _ 1.0 A 0.3 A 9.8 A <br /> Access Stop <br /> SB - - 0.6 A - - <br /> EB 14.3 B - - 4.6 A <br /> CSAH 5& Minor WB 26.3 D - - 18.0 C <br /> Iodine Road NB _ _ 2.1 A 0.8 A 26.3 D <br /> Street Stop <br /> SB 6.5 A 1.1 A 0.3 A <br /> EB - - 2.0 A 0.4 A <br /> CSAH 5& Minor WB 7.9 A 2.6 A - - <br /> Dysprosium Road 21.4 C <br /> Street Stop N B 21.4 C - - 6.2 A <br /> SB - - - - - - <br /> EB 56.2 38.4 D 2.6 A <br /> MN-47& WB 50.3 D 45.1 D 23.9 C <br /> Signal 23.4 C <br /> CSAH 5 NB 46.9 D 12.4 B 2.1 A <br /> SB 56.4 23.9 C 7.3 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 October 2023 <br />