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HCM Unsignalized Intersection Capacity Analysis Future (2025) Without Project <br /> 2. SR 132 & Koster Road 3/1/2004 <br /> * <br /> -► 7 F 4- I <br /> MovgitJen- r � ��F_.-:�LEB"f EBE�.s��116-a�z�V�lf�T � ��1BL , �yNBR� ;��S�T. 5812 <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/s) <br /> Percent Blockage <br /> Right turn 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 conf vol <br /> vCu, unblocked vol 1735 651 2434 2419 643 2432 2427 1735 <br /> tC, single (s) -4.1 4.1 7.1 6.5 62 7.1 6.5 6.2 <br /> tC, 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 % 96 99 0 16 98 100 93 87 <br /> cM capacity (veri 363 935,' - 17 31 474 6 31 109 <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 0.01 102 2.18 0.20 <br /> Queue Length (ft) 3 0 1 0 172 17 <br /> Control Delay(s) 15.3 0.0 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 /> .serer � <br /> Average Delay 20.2 <br /> Intersection Capacity Ublization 1002% ICU Level of Service G <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 2 <br />