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Ramsey, Minnesota <br />RAMSEY PARKWAY AND SUNWOOD DRIVE <br />PROPOSED INITIAL ROUNDABOUT CONFIGURATION <br />Operational Analysis <br />2030 - AM Peak Hour Forecasts <br />NB is starting to congest with a traffic increase of 159% <br />D1-2030,AMI <br />Data Grid - Standard Geometry - Showing 4 of 4 items; 15 column(s) <br />Column Layouts <br />Rotate grid <br />Full-size mode <br />Standard Geometry <br />Lg Edit In Wiry <br />Arm <br />SB Driveway. <br />EB Sunwood Dr <br />NB Sunwood Dr <br />'uVB Ramsey Pkwy <br />V - Approach road halF-width (R) <br />12.00 <br />12.00 <br />12.00 <br />12.00 <br />E - Entry width (R) <br />14.00 <br />14.00 <br />14.00 <br />14.00 <br />I' - Effective Flare length (R) <br />50.00 <br />50.00 <br />50.00 <br />50.00 <br />R - Entry radius (R) <br />65.00 <br />65.00 <br />65.00 <br />65.00 <br />D - Inscribed circle diameter (R) <br />110.00 <br />110.00 <br />110.00 <br />110.00 <br />PHI - Conflict (entry) angle (deg) <br />25.00 <br />25.00 <br />25.00 <br />25.00 <br />Exit Only <br />❑ <br />❑ <br />❑ <br />❑ <br />Total Demand (vehfhr) <br />142.60 <br />689.22 <br />665.46 <br />451.56 <br />Total Arrivals (Veh) <br />213.90 <br />1033.83 <br />998.18 <br />677.34 <br />Max Queue (Veh) <br />0.60 <br />3.21 <br />20.00 <br />5.29 <br />Max Delay (s) <br />12.93 <br />14.37 <br />90.62 <br />37.54 <br />Max RFC <br />0.38 <br />0.77 <br />1.00 <br />0.86 <br />Slope <br />0.576 <br />0.576 <br />0.576 <br />0.576 <br />Intercept (PCE f hr) <br />1164.481 <br />1164.481 <br />1164.481 <br />1164.481 <br />Average Queueing Delay (s) <br />9.55 <br />9.96 <br />35.53 <br />18.99 <br />Average queueing delay over whole period. This is the average delay per vehicle c <br />PCE' depending on current units. DeFau <br />ADDITIONAL SCALING <br />Network Flow Scaling Factor (°6) 259.00 <br />2030 - AM Peak Hour Forecasts <br />NB is starting to congest with a traffic increase of 39% <br />Data Grid - Standard Geometry - Showing 4 of 4 items; 15 column(s) <br />Column Layouts - Rotate grid <br />Full-size mode <br />Standard Geometry <br />.' Edit In Win <br />Arm <br />SB Driveway <br />EB Sunwood Dr NB Sunwood Dr WB Ramsey Pkwy <br />V - Approach road halF-width (Ft) <br />12.00 <br />12.00 <br />12.00 <br />12.00 <br />E - Entry width (R) <br />14.00 <br />14.00 <br />14.00 <br />14.00 <br />1' - Effective Hare length (Ft) <br />50.00 <br />50.00 <br />50.00 <br />50.00 <br />R - Entry radius (Ft) <br />65.00 <br />65.00 <br />65.00 <br />65.00 <br />D - Inscribed circle diameter (R) <br />110.00 <br />110.00 <br />110.00 <br />110.00 <br />PHI - Conflict (entry) angle (deg) <br />25.00 <br />25.00 <br />25.00 <br />25.00 <br />Exit Only <br />❑ <br />❑ <br />❑ <br />❑ <br />Total Demand (Veh/hr) <br />280.61 <br />803.56 <br />663.25 <br />344.38 <br />Total Arrivals (Veh) <br />420.91 <br />1205.34 <br />994.88 <br />516.57 <br />Max Queue (Veh) <br />1.68 <br />7.76 <br />20.77 <br />2.31 <br />Max Delay (s) <br />18.56 <br />30.87 <br />93.77 <br />20.88 <br />Max RFC <br />0.64 <br />0.90 <br />1.01 <br />0.71 <br />Slope <br />0.576 <br />0.576 <br />0.576 <br />0.576 <br />Intercept (PCE f hr) <br />1164.481 <br />1164.481 <br />1164.481 <br />1164.481 <br />Average Queueing Delay (s) <br />12.20 <br />16.27 <br />36.71 <br />13.17 <br />Average queueing delay over whole period. This is the average delay per vehicle c <br />PCE, depending on current units. DeFat_ <br />ADDITIONAL SCALING <br />Network Flow Scaling Factor (9) 139.000 <br />Operational Analysis <br />Ramsey Parkway & Sunwood Drive <br />Ramsey, Minnesota <br />Page A.1.3 <br />