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From To 1st <br />2nd <br />3rd <br />U -Turn <br />56 Driveway 30.000 <br />10.000 <br />20.000 <br />0.000 <br />EBSunwood Dr 0.100 <br />140.000 <br />50.000 <br />0.000 <br />NB Sunwood Dr 10.000 <br />20.000 <br />250.000 <br />0.000 <br />WI Ramsey Pkwy 10.000 <br />170.000 <br />10.000 <br />0.000 <br />Total 50.10 <br />340.00 <br />330.00 <br />0.00 <br />Ramsey, Minnesota <br />RAMSEY PARKWAY AND SUNWOOD DRIVE <br />POTENTIAL ULTIMATE ROUNDABOUT CONFIGURATION <br />Operational Analysis <br />2030 - AM Peak Hour Forecasts <br />D1 - 2030, AM <br />DatdGrid - Standard Geometry - Shawmg,4 of 4 items; 15 column(s) <br />Column Layouts <br />Standard Geometry <br />Arm <br />Turning Proportions/Counts - (untitled) - Whole Period <br />14.00 <br />50.00 <br />65.00 <br />110.00 <br />25.00 25.00 <br />26.00 <br />50.00 <br />65.00 <br />119.00 <br />V - Approach road hall-width (R) 12.00 <br />E - Entry width (fl) <br />- Effective Aare length (6) <br />R - Entry radius (8) <br />- D - Inscribed circle diameter (it) <br />PHI - Conflict (entry) angle. (deg) <br />Exit Only <br />Total Demand (Vehihr) <br />Total Arrivals (Veh) <br />Max Queue (Veh) <br />Max Delay (s) <br />Max RFC <br />Slope <br />ntercept (PCEJh <br />Average Queueing Delay (s) <br />Rotate grid I Full -size mode <br />SB Drivewa <br />0.08 <br />0.576 <br />1164.481 <br />EB Sunwood Dr NB Sunwood Dr WB Ramsey Pkwy <br />12.00 <br />0.19 <br />0.576 <br />1164.481 <br />12.00 <br />3.16 <br />0.21 <br />9.683 <br />1638.424 <br />2.97 <br />Edit In Window <br />12.00 <br />26.00 <br />50.00 <br />65.00 <br />110.00 <br />25.00 <br />174.35 <br />261.52 <br />9.18 <br />3.11 <br />0.15 <br />0.683 <br />1638.424 <br />2.94 <br />- l` Counts (Vehlhr) I ._ Proportions (Veh) II iP Options <br />Operational Analysis <br />Ramsey Parkway & Sunwood Drive <br />Ramsey, Minnesota <br />Page B.1.1 <br />