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HCM [1DSign8liZedIntersection Capacity Analysis Cumulative With Pr~/ Haul�C� ��Vut81 <br /> 1: ��[� 137 �� [�iFd ��O3d <br /> 2/11/2O04 <br /> Lane Configurations T* *T* 4, <br /> Sign Coi itrol Free Free Stop Stop <br /> Volume (veh/h) 5 181 44 249 928 3 46 54 214 4 2 15 <br /> Peak Hour Factor 0.92 0.92 0.92 O92 0.92 0.92 0.92 0-92 0.92 0.92 0.92 0,92 <br /> Hourly flow rate (vph) 5 197 48 271 1009 3 50 59 233 4 2 16 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (ft/a) <br /> Percent Blockage <br /> Right turn flare (veh) <br /> Median type None None <br /> Median storage vek) <br /> Upstream signal (ft) <br /> mX. platoon unblocked <br /> vC. cnnflicdngvolume 1012 245 1798 1705 221 2021 1807 1010 <br /> vC1. stage 1 onnfvo| <br /> vC2. stage 2confvol <br /> ' vCu. unblocked vol 1012 245 1739 1785 221 2021 1807 1010 <br /> tC. single (s) 4.1 4.1 7.1 6,5 8.2 7.1 O5 �2 <br /> tC. 2stage (n) � � <br /> _ <br /> IF (s) 22 22 3.5 40 3-3 8.5 4.0 33 <br /> pUqueue free % 99 80 U 9 72 22 97 94 <br /> uk8capacity (veh/h) 085 1822 48 64 819 6 62 291 <br /> Volume Tota� 5 245 271 1012 341 23 <br /> Volume Left 5 D 271 O 50 4 <br /> Volume Right V 48 0 8 233 16 <br /> cSH 585 1700 1322 1708 152 20 <br /> Volume\oCapacity 0.01 014 0.20 0.60 224 0.87 <br /> Queue Length (ft) 1 O 19 U 705 08 <br /> Control Delay (s) 10.3 0.0 8.4 0062043482 <br /> Lane LOS B A F F <br /> Approach Delay (s) 0.2 1.8 G28.4348.2 <br /> Approach LOS F F <br /> Average Delay 118.5 <br /> Intersection Capacity Utilization 85A% ICU Level o(Service E <br /> Analysis Period (nlin) 15 <br /> 5ynchoo6Report <br />