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<br /> , <br /> Hwy 96 and Site Driveway Arden Hills Office Park <br /> 2007 P.M. Peak Hour - Build Arden Hills, MN . <br /> - '\ I' <br /> - " -f <br /> ..';lllf-iflB'rrr"._~_fli---'-lii!W'~""'l!,qi!it~"-__--~mili'__ <br /> : ,., .m::i!Z'1,.frw.'H1~,. i:;,~'. _~I.J;~I~;;~~~,.:. '~~,;;gI~~~,a'~0';~.:::':;~lli~" .', ~$i=~~gfu__ <br /> Lane Configurations tt r tt r <br /> Sign Control Free Free Stop <br /> Grade 0% 0% 0% <br /> Volume (veh/h) 1260 10 0 1410 0 40 <br /> Peak Hour Factor 0.92 0.92 0,92 0.92 0.92 0,92 <br /> Hourly flow rate (vph) 1370 11 0 1533 0 43 <br /> Pedestrians <br /> Lane Width (It) <br /> Walking Speed (ftls) <br /> Percent J3lockage <br /> Right turn flare (veh) <br /> Median type None' <br /> Median storage veh) <br /> Upstream signal (It) 1086 <br /> pX, platoon unblocked 0.69 <br /> vC, conflicting volume 1380 2136 685 <br /> vC1, stage 1 conf vol <br /> vC2, stag e 2 conf vol <br /> vCu, unblocked vol 1380 2196 685 <br /> tC, single (5) 4.1 6.8 6,9 <br /> tC, 2 stage (5) <br /> tF (5) 2.2 3.5 3.3 e <br /> pO queue free % 100 100 89 <br /> cM capacity (veh/h) 492 26 391 <br /> 685 685 11 766 766 43 <br /> Volume Lelt 0 0 0 0 0 0 <br /> Volume Right 0 0 11 0 0 43 <br /> cSH 1700 1700 1700 1700 1700 391 <br /> Volume to Capacity 0.40 0.40 0.01 0.45 0.45 0.11 <br /> - . .. <br /> .. .-..-. ~~.., <br /> . <br /> Control Delay (s) 0.0 0.0 0.0 0.0 0.0 15.4 <br /> Lane LOS C <br /> Approach Delay (s) 0.0 0.0 15.4 <br /> Approach LOS C <br /> Average Delay 0,2 <br /> Intersection Capacity Utilization 44.8% ICU Level of Service A <br /> Analysis Period (min) 15 <br /> 5/9/2005 Synchro 6 Report - <br /> Page 1 <br /> TDI <br />