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HCM (1O3igOaliZ8d Intersection Capacity Analysis Future /7���\ V��hProject ��GU{ AUUte1 <br /> �� ���� ��� �� ��i[� /�O3� ` / <br /> 3/1/20U4 <br /> - � <br /> GradeLane Configurations 4. <br /> Sign Control Free Free Stop Stop <br /> = om U% 0% 0% <br /> Vounne (veh/h) ' 27 531 59 250 1768 7 63 V 282 10 4 29 <br /> Peak Hour Factor 0.92 0.82 0.92 8.32 0,92 0.82 092 092 092 092 OD2 032 <br /> Houdy8Vw,rate (vph) 29 577 64 -- 372 1816 8 �08 7 307 11 � 4 32 <br /> Pedestrians � <br /> Lane Width (h] <br /> ` ' <br /> Walking Speed (h/s) <br /> Percent Blockage <br /> ~ <br /> Right turn flare (veA) <br /> Median type ` <br /> ` None None <br /> Median storage veh) <br /> Upstream signal (ft) <br /> pK. platoon unblocked <br /> vC. conflicting volume 1924 641 ' 3181 3135 009 3409 3104 1920 <br /> vC1. stage 1cnnfvol <br /> vC2. stage 2confvol ' ' <br /> vCu unblocked 1924 84� <br /> , 3151 3185 509 3408 3164 1820 <br /> ^ UC. single (s) 41 4.1 71 '65 62 7 � D5 62 <br /> IC, 2stage (o) � � <br /> LF (o) 22 2�2 3.5 4.0 3.3 35 43 <br /> pVqueue free �� 90 71 8 0 38 O '0- 3� <br /> u�4capacity h/eb/h) 300 `�4J � ' � 7 495 8 ,, "� <br /> ' ` ` . . . / 84 <br /> Volume Total 29 641 272, 1924 3dz 4/ <br /> Volume Left 29 0 272 0 63 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 /> Control Delay(s) 18,0 OO 10.4 0.0 Err Err <br /> Lane LOS C B F F <br /> Approach Delay(s) 08 13 Err Err� . <br /> Approach LOS F F <br /> Ave.age Delay 11JUU.6 <br /> Intersection Capacity Utilization 132-13% ICU Level of Service H <br /> Analysis Period (min) 15 <br /> - <br /> - <br /> Synch/o6Report <br />