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HCM Unsignalized Intersection Capacity Analysis Future (2025) With Project Haul Route 1 <br /> 5: Blewett Road & Koster Road 3/5/2004 <br /> Lane Configurations 41+ <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 (ft/s) <br /> Percent Blookne <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 14 °`"*I € 5201 178 222 201 13 <br /> vC1, stage 1 conf vol <br /> VC2, stage 2 conf vol ,. .. T'� M - ' �"-'= <br /> sar M' A �` <br /> vcu, unblocked vo! 14 17,9 218 201 178 222 201 13 <br /> fG sin9!e`(s) - _�: 41 -- .-W 511 .0, z` 7.1 6,5 62 7.1 6.5 6,2 <br /> tC, 2 stage (s) <br /> tF (s) 2.2 `� 'E'<.. 3.5 4.0 3.3 3.5 4.0 3.3 <br /> p0 queue free % 100 100 76 94 100 100 98 99 <br /> cM capacty(veti/h <...,i604 _ __ '�� .`'k93,- 865 698 693 1067 <br /> Valu[rTa s . _182 2 = <br /> Volume Left 2 2 0 168 1 <br /> Volume Wghf' " , 20 2 2 11 <br /> cSH 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 0,1 7.6 0.0 '12.2 9.7 <br /> Lane LOS A A B A <br /> Approach Delay(s) 0.1 1.0' x';122; 9.7 <br /> Approach LOS B q <br /> OWE <br /> Average Delay 6.6 <br /> Intersection Capacity Utilization " 3473% ICU Level of Service A - <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 1 <br />