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HCM Unsignalized Intersection Capacity Analysis Future (2025) With Project Haul Route 2 <br /> 1: SR 132 & Bird Road 3/l/2004 <br /> MovemeR�.Ws w B ' r`EBT-'E� aVS6 slygL9T'::NBR SB _. <br /> t .. :. Bl -WB - L• rS6T SSR <br /> Lane Configurations T, <br /> Sign Control Free Free StopStop <br /> Grade 0% 0% 0% 0% <br /> Volume (veh/h) 27 531 59 112 .1763 7 63 6 259 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 64 122 1916 8 68 7 282 11 4 32 <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 1924 641 2861 -2835. 609 3084 2864 1920 <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 conf vot <br /> vCu, unblocked vol 1924 641 2861 2835 609 3084 2864 1920 <br /> tC, single(s) 4.1 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 /> p0 queue free % 90 87 0 52 43 0 67 62 <br /> cM capacity (veli/h) 306 943 4 . 14 495 2 13 84 <br /> ••a�s` �5- <br /> Volume Total 29 641 122- 1924 357 . 47 <br /> Volume Left 29 0 122 0 68 11 <br /> Volume"Right 0 64 0 8 282 32 <br /> cSH 306 1700 943 1700 20 6 <br /> Volume to Capacity 0.10 0.38 0.13 1.13 17.47 7.20 <br /> Queue Length (ft) 8 0 11 0 Err Err <br /> Control Delay(s) 18.0 0.0 9.4 010 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 /> .l'-M ; <br /> Average Delay 1293 1 <br /> Intersection Capacity Utilization 124.8% - ICU Level of Service H <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Pagel <br />