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HCM Unsignalized Intersection Capacity Analysis Existing With Seasonal Adjustments <br /> 1: SR 132 & Bird Road 2/11/2004 <br /> MoyemenET � : =EBL'.;;EBT EBR = WBi"£�WT ;UVBR CNB07�,w;NBT = NBR' SBL �SBT;:`SBR <br /> Lane Configurations j, ►i p 4. 41 <br /> Sign Control Free Free Stop Stop <br /> Grade 0% 0% 0% 0% <br /> Volume (veh/h) 5 181 23 59 928 3 25 2 76 4 2 15 <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Hourly flow rate (vph) 5 197 25 64 1009 3 27 2 83 4 2 16 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (f/s) <br /> Percent Blockage <br /> Right turn flare (veil) <br /> Median type None None <br /> Median storage veh) <br /> Upstream signal (ft) <br /> pX, platoon unblocked <br /> vC, conflicting volume 1012 222 1374 1360 209 1430 1371 1010 <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 conf vol <br /> vCu, unblocked vol 1012 222 1374 1360 209 1430 1371 1010 <br /> tC, single (s) 4.1 4.1 .7.1 6.5 6.2 7.1 6.5 6.2 <br /> IC, 2 stage (s) <br /> tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 <br /> p0 queue free % 99 95 75 98 90 95 98 94 <br /> cM capacity (veh/h) 685 1347. 110 140 831 96 138 291 <br /> -- f <br /> Volume Total 5 222 64 1012 112 23 <br /> Volume Left 5 0 64 0 27 4 <br /> Volume Right 0 25 0 3 83 16 <br /> CSH 685 1700 1347 1700 309 195 <br /> Volume to Capacity 0.01 0.13 0.05 0.60 0.36 0.12 <br /> Queue Length (ft) 1 0 _ _ -4 _ 0 40 10 <br /> Control Delay (s) 10.3 0.0 7.8 0.0 23.2 25.9 <br /> Lane LOS B A C D <br /> Approach Delay (s) 0.2 05 23.2 25.9 <br /> Approach LOS C D <br /> _n <br /> t '--. :- r' 7R7^.1"e r § of ....�:- :..ys <br /> Average Delay 2.6 <br /> Intersection Capacity Utilization 64.7% ICU Level of Service C <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 1 <br />