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<br /> ------- <br /> Hwy 96 and Site Driveway Arden Hills Office Park <br /> . 2007 A.M. Peak Hour - Build Arden Hills, MN <br /> - '\ I" <br /> -+ " y'" <br /> Lane Configurations <br /> Sign Control Free Free Stop <br /> Grade 0% 0% 0% <br /> Volume (vehfh) 1110 60 0 1300 0 0 <br /> Peak Hour Factor 0,92 0.92 0.92 0.92 0.92 0,92 <br /> Hourly Ilow rate (vph) 1207 65 0 1413 0 0 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (Ilfs) <br /> Percent Blockage <br /> Right turn flare (veh) <br /> Median type None <br /> Median storage veh) <br /> Upstream signal (ft) 1086 <br /> pX, platoon unblocked 0.79 <br /> vC, conflicting volume 1272 1913 603 <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 coni vol <br /> vCu, unblocked vol 1272 1890 603 <br /> tC, single (s) 4.1 6.8 6.9 <br /> tC, 2 stage (s) <br /> e tF (s) 2.2 3.5 3.3 <br /> pO queue free % 100 100 100 <br /> cM capacity (veh/h) 542 49 442 <br /> Volume Total 0 <br /> Volume Left 0 0 <br /> Volume Right 0 0 <br /> cSH 1700 1700 <br /> Volume to Capacity 0.42 0.00 <br /> '-.,,:-, ,. <br /> Control Delay (s) 0,0 0,0 0,0 0,0 0.0 0,0 <br /> Lane LOS A <br /> Approach Delay (5) 0,0 0.0 0.0 <br /> Approach LOS A <br /> Average Delay 0.0 <br /> Intersection Capacity Utilization 39,3% ICU Level of Service A <br /> Analysis Period (min) 15 <br /> e 5/9/2005 Synchro 6 Report <br /> Page 1 <br /> TDI <br />