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Bonestroo Rosene Anderllk - St. Paul, MN - (651)636-1311 <br />Table 4 <br />PM Peak Hour Level of Service Results and 95 ’*' Percentile Queue Lengths Under <br />Existing & Proposed Lane Usage with Stop Sign & Signal Control <br />Eastbound <br />Approach <br />Westbound <br />Approach <br />Northbound <br />Approach <br />Southbound <br />Approach <br />Two-Way Stop Control <br />Existing Geometry <br />Level of Service A A D D <br />95 %ile Queue Length ~32 Feet -48 Feet -183 Feet -197 Feet <br />Proposed Geometry* <br />Level of Service A A C C <br />95 %ile Queue Length -26 Feet -28 Feet -113 Feet -no Feet <br />All-Way Stop Control <br />Existing Geometry <br />Level of Service A B A A <br />95 %ile Queue Length -53 Feet -218 Feet -68 Feet -63 Feet <br />Proposed Geometry* <br />Level of Service A D A A <br />95 %ile Queue Length -60 Feet -1,723 Feet Feet -52 Feet <br />Traffic Signal Control <br />Existing Geometry <br />Level of Service A B B B <br />95 %ile Queue Length -61 Feet -197 Feet -102 Feet -141 Feet <br />Proposed Geometry* <br />Level of Service A A B B <br />95 %ile Queue Length -57 Feet -178 Feet -83 Feet -73 Feet <br />Proposed Geometry refers to providing one left turn lane, one through lane, and one right turn <br />lane for the eastbound and westbound approach on CSAii 6. The northbound and <br />southbound approaches on Willow Drive would be provided with one left turn lane, one <br />through lane, and one right turn lane. <br />CSAH 6 A Willow Dr imefsedioa Review -8-^ityofdnsao <br />tsa A. J