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HCM Unsignalized Intersection Capacity Analysis Future (2025) Without Project <br /> 1: SR 132 & Bird Road 3/1/2004 <br /> t6 � NORI-, <br /> Lane Configurations + <br /> Sign Control Free Free Stop Stop <br /> Grade 0% 0% 0% 0% <br /> Volume(veh/h) 27 .531 44 112 -1 763 7- 48 6 144 10 4 29 <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 C.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Hourly flow rate(vph) 29 577 48 122 1916 8 52 7 157 11 4 32 <br /> Pedestrians <br /> Lane Width (ft) _ <br /> _ Walking Speed (ft/s) <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 1:924 625 2853 2827 601 2959 2847 1920 <br /> vC1, stage 1 cont vol <br /> vC2,stage 2 conf vol <br /> vCu, unblocked vol 1924 625 2853 2827 601 2959 2847 1920 <br /> IC,single(s) 4.1 4.1. 7.1 6:5 6.2 7.1 6.5 6.2 <br /> tC, 2 stage (s) <br /> tF(s);_ 2.2 Z2, 3.5 4.0 3.3 3.5- 4.0 3.3 <br /> p0 queue free% 90 87 0 53 69 0 68 62 <br /> cM capacily!(veh/,h) 306 _ _ 955 4 14 500 3' 14 84 <br /> Volurne Total 29 625 122: ,'- <br /> Volume Left 29 0 122 0 52 11 <br /> Volume Right 0 48 0 8 157 32 <br /> cSH 306 1700 956 1700 17 12 <br /> Volume to Capacity 0.10 0.37 0.13 1.13 13-00 3.96 <br /> Queue Length (ft) 8 0 11 0 Err Err <br /> r Control Delay(s)' 18.0 0.0 9:3, 0-0 Err Err <br /> Lane LOS C A F F <br /> Approach.Delay (s) 0.8 0.6 Err Err <br /> Approach LOS F F <br /> Average Delay 884.9 <br /> Intersection Capacity.Utilization 115.9% lCU Levet of Service H <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 1 <br />