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HCM Unsignalized Intersection Capacity Analysis Future (2025) With Project Haul Route 1 <br /> 1 SR 132 & Bird Road 3/1!2004 <br /> t t `► 1 * _ <br /> fylovernebl � 67''�B � i �T" R�13t` 8t ' t�$ <br /> %- <br /> Lane Configurations 4, <br /> Sign Control Free Free Stop Stop - <br /> Grade 0% 0% 0% 0% <br /> Volume(vehlh) 27 531 59 250 1763 7 63 6 282 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 64 272 1916 868 7 307 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 1924 641 3161 3135 609 3409 3164 1920 <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 conf vol <br /> vCu, unblocked vol 1924 641 3161 3135 609 3409 3164 1920 <br /> tC, single(s) 4.1 4.1 7A 6.5 6.2 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% 90 71 0 8 38 0 36 62 <br /> cM capacity(,v*Vh) 306 943 1 7 495 0 7 84 <br /> r « a <br /> Volume Total 29 641 - 272 1924 382 47 <br /> Volume Left 29 0 272 0 68 11 <br /> Volume Right 0` 64 0 8 307 32 _ <br /> cSH 306 1700 943 1700 8 1 <br /> Volume to Capacity 0.10" 0.38 0.29 1.13 48.15 44.82 <br /> Queue Length (ft) 8 0 30 0 Err Err <br /> Control Delay(s) 18:0 ' 0.0 10A 0.0- Err Err - <br /> Lane LOS C B F F <br /> Approach Delay.(s) 0.8 1.3 Err Err- <br /> Approach LOS F F <br /> Average Delay 1300.8 <br /> Intersection Capacity Utilization 132.8% ICU Level of Service H <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 1 <br />