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HCM Unsignalized Intersection Capacity Analysis Future (2025) Without Project <br /> 2: SR 132 & Koster Road 3/1/2004 <br /> Nfiove[e�egt�r.:�, ' 1'"�' E§L� BT„�EBE2��IBL1�1F�T��V!!l8 (VBt-" �1BT�-atVBR {S$�,v„Sa� SBR <br /> Lane Configurations <br /> Sign Control Free Free Stop Stop <br /> Grade 0% 0% 0% 0% <br /> Volume (veh/h) 13 584 15 6 1596 0 21 24 7 0 2 13 <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) 14 635 16 7 1735 0 23 26 8 0 2 14 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (f 1s) <br /> Percent Blockage <br /> Right tum flare (veh) <br /> Median type None None <br /> Median storage veh) <br /> Upstream signal (ft) <br /> pX, platoon unblocked <br /> vC, conflicting volume 1735 651 2434 2419 643 2432 2427 1735 <br /> vC1, stage 1 cont vol <br /> vC2, stage 2 cont vol <br /> vCu, unblocked vol 1735 651 2434 2419 643 2432 2427 1735 <br /> tC, single (s) -r4.1 4.1 7.1 6.5 6-2 7.1 6:5 6.2 <br /> tC, 2 stage (s) <br /> IF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 <br /> pO queue free % 96 99 0 16 98 100 93 87 <br /> cM capacity (veh/h) 363 935 _ 17,_ 31 474 6 31 109 <br /> y.. <br /> Volume Total 14 651 7 1735 57 16 <br /> Volume Left 14 0 7 0 23 0 <br /> Volume Right 0 16 0- 0 8 14 <br /> cSH 363 1700 935 1700 26 81 <br /> Volume to Capacity 0.04 0.38 0.01 1.02 ,_2.18 0.20 <br /> Queue Length (ft) 3 0 1 0 172 17 <br /> Control.Delay (s) 15.3 O.D 8.9 0.0 863.5 60.3 <br /> Lane LOS C A F F <br /> Approach Delay (s) 0.3 0,0 863.5 60.3 <br /> Approach LOS F F <br /> Average Delay 20.0- <br /> Intersection <br /> 0.2Intersection Capacity Utilization 100.2% CCU Level of Service G <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 2 <br />