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HCM Llnsignalized Intersection Capacity Analysis Future (2025) With Project Haul Route 2 <br /> 5: BleHrett Road & Koster Road 3l5/2004 <br /> Lane Configurations 41 Vi j, 4+ 4, <br /> Sign Control Free Free Stop Stop <br /> Grade 0% 0% 0% 0% <br /> Volume(veh/h) 2 25 ;2 2 1,11 . 2 132 60 2 139 45 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 27 2 2 12 2 143 65 2 151 16 11 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (fUs) <br /> Percent Blockage <br /> Right turn flare (veh) <br /> Median hips None None <br /> Median storage veh) <br /> Upstream signal (ft) <br /> pX, platoon unblocked <br /> vC, conflicting'v_olume 14 29 68 -`r51 28 85 51 13 <br /> vCt, stage 1 Ccnf vol <br /> vC2,stage 2 cont vol <br /> vCu, unblocked vol 14 29 68 51 28 85 51 13 <br /> tC; single (s) 4.1 4.1 ' 7.1. 6:5 6.2 . 7.1 6.5 6.2 <br /> tC, 2 stace (s) <br /> tF(s), 2:2 -2 2 3.5 4.0 3.3 -3.5 4.0 3.3 <br /> p0 queue free % 100 100 84 92 100 82 98 99 <br /> sM capaaty._(vehlh)_ 1604 1584 900:` 838 1047 845 '838 1067 <br /> Volume Total 32 2 14. 211 - 176 <br /> Volume Left 2 2 0 143 151 <br /> Volume Right 2 0 12.' 2 14 <br /> cSH 1604 1584 1700 881 855 <br /> Volume to Capacity 0:00 . 0.00 0.01' -0.24 0_:21 <br /> Queue Length (ft) 0 0 0 23 20 <br /> ControrDelay(s�, 0.5 Z3 06"-'- 10.4 10` 3 <br /> Lane LOS A A B B <br /> Approach-Delay(s) 0.5 1.0 10:4 103 <br /> Approach LOS B 3 <br /> Average Delay 9.3 <br /> Intersection C.ap cfttJti[j n4 _ , ; 21 4-X , ICU Level of Service A <br /> Analysis Period (min) 15 <br /> Synch,6 Report <br /> Peters Engineering Group Page 1 <br />