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<br />Traffic Impact Study 14 <br />New Brighton Exchange Update <br /> <br />Chart 3 – A.M. Peak Hour Queues: Side Street Stop Sign Controlled Intersections <br /> <br /> <br />Chart 4 – P.M. Peak Hour Queues: Side Street Stop Sign Controlled Intersections <br /> As seen in Charts 1 and 2, the signalized intersections are forecast to operate <br />acceptably through the Build scenario. Chart 3 shows the side street approaches at the <br />stop-controlled intersections will operate acceptably in the a.m. peak hour Build <br />scenario. In the p.m. peak hour Build scenario, as shown in Chart 4, the westbound <br />approaches are forecast to have larger queue lengths. <br /> <br />Unreasonable 95th Percentile Queue (5 Vehicles) <br />0 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />14th St at Old <br />Hwy 8 - EB <br />14th St at Old <br />Hwy 8 - WB <br />Central Park Blvd <br />at Old Hwy 8 - EB <br />Central Park Blvd <br />at Old Hwy 8 - <br />WB <br />Northwest Pkwy <br />at Old Hwy 8 - EB <br />Northwest Pkwy <br />at Old Hwy 8 - <br />WB95th Percentile Queues (vehicles)Existing 2033 Build 2033 Build W/turn lanes <br />Unreasonable 95th Percentile Queue (5 Vehicles) <br />0 <br />2 <br />4 <br />6 <br />8 <br />10 <br />12 <br />14th St at Old <br />Hwy 8 - EB <br />14th St at Old <br />Hwy 8 - WB <br />Central Park Blvd <br />at Old Hwy 8 - EB <br />Central Park Blvd <br />at Old Hwy 8 - <br />WB <br />Northwest Pkwy <br />at Old Hwy 8 - EB <br />Northwest Pkwy <br />at Old Hwy 8 - <br />WB95th Percentile Queues (vehicles)Existing 2033 Build 2033 Build W/turn lanes