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Ramsey, Minnesota <br />RAMSEY PARKWAY AND SUNWOOD DRIVE <br />PROPOSED INITIAL ROUNDABOUT CONFIGURATION <br />Operational Analysis <br />2030 - PM Peak Hour Forecasts <br />Data Grid - Standar <br />: Column Layouts - <br />tii. <br />Rotate grid <br />Full-size mode <br />Standard Geometry <br />LA' Edit In Window <br />Arm SB Driveway IEB Sunwood Dr INIB Sunwood Dr <br />WB Ramsey Pkwy <br />V - Approach road half -width (ft) 12.00 12.00 12.00 12.00 <br />E - Entry width (ft) I 14.00 14.00 14.00 14.00 <br />1' - EfFective Aare length (ft) 50.00 50.00 50.00 50.00 <br />R - Entry radius (ft) 65.00 65.00 65.00 65.00 <br />D - Inscribed circle diameter (ft) <br />110.00 110.00 110.00 110.00 <br />- PHI - Conflict (entry) angle (deg) <br />25.00 25.00 25.00 25.00 <br />I <br />- Exit Only <br />Total Demand (Veh/hr) <br />201,88 <br />330.59 <br />477.16 <br />247,76 <br />Total Arrivals (Veh) <br />302,81 <br />495.89 <br />715,74 <br />371,64 <br />Max Queue (Veh) <br />0.54 <br />0.57 <br />1.78 <br />0.68 <br />6 <br />Max Delay (s) <br />8.02 <br />5.18 <br />11.40 <br />8,33 <br />Max RFC <br />0.35 <br />0.36 <br />0.64 <br />0.41 <br />Slope <br />0,576 <br />0.576 <br />0,576 <br />0.576 <br />Intercept (PCEThr) <br />1164,481 <br />1164,481 <br />1164,481 <br />1164,481 <br />Average Queueing Delay (s) <br />6.63 <br />4.73 <br />8.53 <br />6.82 <br />Turning Proportions/Counts <br />- (untitled) - Whole Period <br />Counts (Vehfhr) <br />52 Proportions (Veh) <br />52 Options <br />From To 1st <br />2nd I 3rd l U-Turn <br />SB Driveway 160.000 20.000 40.000 0.000 <br />EB Sunwood Dr 0.270 210.000 150.000 0.000 <br />NB Sunwood Dr 20.000 40.000 460.000 0.000 <br />WB Ramsey Pkwy <br />20.000 <br />230.000 20.000 0.000 <br />Total <br />200.27 <br />500.00 <br />670.00 <br />I 0,00 <br />Ou rsto n <br />Roundabout <br />Engineering <br />Operational Analysis <br />Ramsey Parkway & Sunwood Drive <br />Ramsey, Minnesota <br />Page A.1.2 <br />