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Table 7-Design Year(2040) Build Intersection Analysis(Cont.) <br /> Lord of Life SimTraffic Delay Summary - SUN 2040 Build Peak Traffic <br /> IOperations 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 4.7 A 9.2 A 2.7 A <br /> CSAH 5& Minor WB 7.5 j A 6.1 j A j 1.8 j A <br /> Sunwood Road 7.5 A <br /> Drive Stop NB 1.5 A 1.3 A 0.4 A <br /> SB - - 0.7 A 0.1 A <br /> Sunwood Minor EB 0.0 1.3 A I 0.9 A <br /> Drive& Road WB 2.1 A 0.7 A 0.0 A <br /> 2 <br /> Cobalt NB - _ _ _ 2.3 A 3 A <br /> Street Stop <br /> SB - - - - - - <br /> EB 38.1 D 27.7 C 4.8 A <br /> MN-47& WB 41.8 D 70.0 8.7 A <br /> Sunwood Signal 6.9 A <br /> Drive NB 38.3 D 5.9 A 3.8 A <br /> SB 65.5 3.0 A 0.6 A <br /> EB 2.9 �I 0.0 A I 6.9 I A <br /> CSAH 5& Minor _ _ <br /> 146th Road WB 1.1 A - - 6.9 A <br /> Avenue Stop NB 0.8 A 0.1 A 0.5 A <br /> SB - - 0.2 A 0.7 A <br /> CSAH 5& Minor WB 5.7 A - - 3.2 A <br /> Lord of Life Road NB _ _ 0.7 A 0.1 A 5.7 A <br /> Access Stop <br /> SB 2.6 A 0.4 A - - <br /> EB - �I 11.1 B I 3.6 I A <br /> CSAH 5& Minor WB 7.9 A 6.0 A 3.3 A <br /> Iodine Road 11.1 B <br /> Street Stop NB 2.3 A 1.0 A 0.5 A <br /> SB 1.3 A 0.8 A 1.7 A <br /> EB - - 1.4 A 0.3 A <br /> CSAH 5& Minor WB 5.3 A 1.3 A - - <br /> Dysprosium Road 7.0 A <br /> Street Stop NB 7.0 A - - 3.0 A <br /> SB - - - - - - <br /> EB 55.4 �I 34.0 C I 2.1 I A <br /> MN-47& WB 52.4 D 50.0 D 14.7 B <br /> Signal 19.3 B <br /> CSAH 5 N B 47.2 D 6.8 A 1.2 A <br /> SB 61.7 16.3 B 5.4 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 July 2023 <br />