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HCM Unsignalized Intersection Capacity Analysis Future (2025) With Project Haul Route 1 <br /> 5: Blevvett Road & Koster Road 3/5/2004 <br /> love--Apt .- 8 T13p" ,B BRS�3�' jiax8fi <br /> Lane Configurations <br /> Sign Control Free 'Free Stop Stop <br /> Grade 0% 0% 0% 0% <br /> Volume(veh/h)_ 2 _.- 163 2 2 11 2': 155 37 2 1 15 10 <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) ' 2 ' 177 .2 2 12 2 168 40 2 1 16 11 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (fJs) <br /> Percent Blockage' <br /> Right tum Flare (veh) <br /> ryp <br /> Mediana None None <br /> Median storage veh) <br /> Upstream-signal:(ft);.. <br /> pX, platoon unblocked <br /> vC, conflidt ng volume14 .17$ 222 201 13 <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 cont voli' ` <br /> vCu, unblocked ve' 14 179 218 201 178 222 201 13 <br /> tC, single';s) 4.1 ^._ " r '6.5 ' ' 6.2 7.1 6.5 6.2 <br /> tC, 2 stage (s) <br /> tF (s) 2.2 ''=4.0 3.3 3.5 4.0 3.3 <br /> p0 queue '`ree % :00 100 76 94 100 100 98 99 <br /> cm capacity(vehlh)"_ , 1604 �" r 0"V- ."' _ yPfi 693 - 865 698 693 ,1067 <br /> - <br /> Volume.1 otal 182 - 2 -,14 _a 211 28 <br /> Volume Left 2 4 0 168 1 <br /> Volume Rigti't 2 . 0 2 2 11 - <br /> -ISH 1604 1396 1700 713 801 <br /> Volume to Capacity 0.00 0.00 " 0:01 0.30. 0.04 <br /> Queue Length (ft) 0 0 0 31 3 <br /> Control Delay (s) 0.1 7.6 00 122 9.7 <br /> Lane LOS A A B A <br /> Approach Delays) 0.1 1.0 -12-12 . 9.7 - <br /> Approach LOS B A <br /> Average Delay 6.6 <br /> Intersection Capacity;Utilization 34;3% ', ICU Level of Service 1 A <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 1 <br />