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HCM Unsignalized Intersection Capacity Analysis Future (2025) Without Project <br /> 1: SR 1:32 & Bird Road 3/1/2004 <br /> ot7C'fiemertt 6 . '17W i IN <br /> BR .SBS SBT, :SBR <br /> Lane Configurations I A I A 4 4T+ <br /> Sign Control Free Free Stop Stop <br /> Grade 0% 0% 0% 0% <br /> Volume (veh/h) 27 531 44 112: 1763 7 48 6 144 10 4 29 <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) 29 577 48 122 1916 8 52 7 157 11 4 32 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (f/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 1924 625 2853 2827 601 2959 2847 1920 <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 conf vol <br /> vCu, unblocked vol 1924 625 2853 2827 601 2959 2847 1920 <br /> tC, single(s) 4.1 4.1 7.16.5 62 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 /> p0 queue free % 90 87 0 53 69 0 68 62 <br /> cM capacityc(veh/h) 306 956 4 14 500 3 14 84 <br /> Volume Total 129 625 122 _19245 47 <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 /> 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 /> re <br /> Average Delay 884.9 <br /> Intersection Capacity Utilization 115.9% ICIJ Level of Service H <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 1 <br />