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HCM Unsignalized Intersection Capacity Analysis Cumulative With Project Haul Route 2 <br /> 1: SR 132 & Bird Road 2/11/2004 <br /> MoXement *^• EBL EBT- <br /> Lane <br /> BT EBR:"WBL ' xV1lBF' WBEt,q.'NBL' NBTNBR;SBL' SBuSBR <br /> Lane Configurations To <br /> Sign Control Free Free Stop Stop <br /> Grade 0% 0% 0% 0% <br /> Volume (veh/h) 5 181 44 111 928 3 46 54 191 4 2 15 <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) 5 197 48 121 1009 3 50 59 208 4 2 16 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (fUs) <br /> Percent Blockage <br /> Right tum flare (veh) <br /> Median type None None <br /> Median storage veh) <br /> Upstream signal (ft) <br /> pX, platoon unblocked <br /> vC, conflicting volume 1012 245 1499 1485 221 1696 1507 1010 <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 conf vol <br /> vCu, unblocked vol 1012 245 1499 1485 221 1696 1507 1010• <br /> tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 <br /> tC, 2 stage (s) <br /> tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 <br /> p0 queue free % 99 91 42 48 75 85 98 94 <br /> cM capacity (veh/h) 685 1322_ 86 112 81g 30 109 291 <br /> h% on�iane "EB 1`i E62 0UiG&Z� SBS S i "i <br /> Volume Total 5 245 121 1012 316 23 <br /> Volume Left 5 0 121 0 50 4 <br /> Volume Right 0 48 0 3 208 16 <br /> cSH 685 1700 1322 1700 234 103 <br /> Volume to Capacity 0.01 014 0.09 0.60 1.35 0.22 <br /> Queue Length (ft) 1 0 8 __ _ _0_ 431 20 <br /> Control Delay(s) 10.3 0.0 8.0 0.0 225.6 49.5 <br /> Lane LOS B A F E <br /> Approach Delay (s) 0.2 0.9 225.6 49.5 <br /> Approach LO�S�^ F E <br /> t14CT5eCt10n:�lUi/µTla�[ i ii: :?_'^�'^�-,;,�-,'' X+,st'.„ <br /> Average Delay 42.7 <br /> Intersection Capacity Utilization 84.1% ICU Level of Service E <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 1 <br />