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Ramsey, Minnesota <br />RAMSEY PARKWAY AND SUNWOOD DRIVE <br />POTENTIAL ULTIMATE ROUNDABOUT CONFIGURATION <br />Operational Analysis <br />2030 - AM Peak Hour Forecasts <br />NB is starting to congest with a traffic increase of 232% <br />D1-2030,AMI <br />ata Grid - Standard Geometry - Showing 4 of 4 items; 15 column(s) <br />Column Layouts <br />Rotate grid I Full-size mode <br />Standard Geometry <br />. '' Edit In Window <br />Arm <br />SB Driveway <br />EB Sunwood Dr <br />NE Sunwood Dr <br />UUB Ramsey Pkwy <br />V - Approach road half -width (Ft) <br />12.00 <br />12.00 <br />12.00 <br />12.00 1 <br />E - Entry width (R) <br />14.00 <br />14.00 <br />26.00 <br />26.00 <br />I' - 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 (Ft) <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 />102.79 <br />579.14 <br />853,02 <br />578.83 <br />Total Arrivals (Veh) <br />274.18 <br />868.71 <br />1279.53 <br />868.25 <br />Max Queue (Veh) <br />5.58 <br />1.87 <br />11.89 <br />0.21 <br />Max Delay (s) <br />98.34 <br />9.86 <br />44.54 <br />28.66 <br />Max RFC <br />0.91 <br />0.66 <br />0.94 <br />0,85 <br />Slope <br />0.576 <br />0.576 <br />0.683 <br />0.683 <br />Intercept (PCE jhr) <br />1164.481 <br />1164.481 <br />1638.424 <br />1638.424 <br />Average Queueing Delay (s) <br />34.83 <br />7.70 <br />18.70 <br />14.05 <br />} ADDITIONAL SCALING <br />Network Flow Scaling Factor (°,do-) 1332.000 <br />2030 - AM Peak Hour Forecasts <br />SB is starting to congest with a traffic increase of 63% <br />D2 - 2030, PM <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 />' Edit In Window <br />SB Driveway EB Sunwood Dr NB Sunwood Dr WB Ramsey Pkwy <br />V - Approach road hall -width (it) 12.00 12.00 12.00 12.00 <br />E - Entry width (Ft) <br />14.00 <br />14.00 <br />26.00 <br />26.00 <br />- EFFective Hare length (Ft) <br />50.00 <br />50.00 <br />50.00 <br />R - Entry radius (Ft) <br />65.00 <br />65.00 <br />65.00 <br />D - Inscribed circle diameter (Ft) <br />110.00 <br />110.00 <br />110.00 <br />50.00 <br />65.00 <br />110.00 <br />PHI - Conflict (entry) angle (deg) 25.00 <br />Exit Only ❑ <br />El <br />20.00 <br />20.00 <br />20.00 <br />111 <br />Total Demand (vehfhr) <br />329.06 <br />538.86 <br />777,77 <br />Total Arrivals (Veh) <br />Max Queue (Veh) <br />493.59 <br />808.29 <br />1166.66 <br />10.45 <br />1.54 <br />4.76 <br />Max Delay (s) <br />Max RFC <br />98.71 <br />8.68 <br />19.17 <br />0.97 <br />0.61 <br />0.84 <br />403,84 <br />605.77 <br />1.46 <br />11.05 <br />0.60 <br />Slope <br />Intercept (PCEfhr) <br />Average Queueing Delay (s) <br />0.576 <br />0.576 <br />0.683 <br />1164.481 <br />1164.481 <br />1638.424 <br />36.23 <br />7.02 <br />10.88 <br />0.683 <br />1638.424 <br />7.60 <br />Network Flow Scaling Factor (4) 1163.000 <br />Operational Analysis <br />Ramsey Parkway & Sunwood Drive <br />Ramsey, Minnesota <br />Page B.1.3 <br />