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CM Unsignalized Intersection Capacity Analysis Existing Ig <br /> SR 132 & Bird Road 2/11/2004 04 <br /> t --► -%* f- '- t -, t t �► 1 <br /> weinent ter:EBL" EBT.--EBR*KVBEW Vtj1 " - <br /> k 8... Bt7BT,?NBRr SBL ""SBT° R <br /> ne Configurations ►� � ►� � � � 3R- <br /> 3n Control Free Free Stop Stop <br /> 'ade 0% 0% 0% 0% <br /> flume (veh/h) 5 181 16 42 928 3 17 1 52 4 1 15 7 <br /> !ak 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 92 <br /> curly flow rate (vph) 5 197 17 46 1009 3 18 1 57 4 1 16 8 <br /> destrians <br /> ne Width (ft) <br /> alking Speed (ft/b) <br /> rcent Blockage <br /> 3ht turn flare (veh) <br /> dian type None None <br /> !dian storage veh) <br /> stream signal (ft) <br /> platoon unblocked <br /> conflicting volume 1012 214 1333 1320 205 1366 1327 1010 195 <br /> 1, stage 1 cont vol <br /> 2, stage 2 cont vol <br /> u, unblocked vol 1012 214 1333 1320 205 1366 1327 '1010 t95 <br /> single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 5.2 <br /> 2 stage (s) <br /> (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 3.3 <br /> queue free % 99 97 84 99 93 96 99 94 98 <br /> capacity(veh/h) 685 1356 119 150 835 112 149 291 90 <br /> echon,''Lane# :"'.' a Ela 2 Me��TNB'�} "Br <br /> lume Total 5 214 46 1012 76 22 <br /> fume Left 5 0 46 0 18 4 <br /> lume Right 0 17 0 3 57 16 <br /> 1 685 1700 1356 1700 331 213 <br /> ume to Capacity 0.01 0.13 0.03 0.60 023 0.10 <br /> eue Length (ft) 1 0 3 0 22 8 <br /> ntrol Delay(s) 10.3 0.0 7.7 0.0 19.1 23.9 <br /> ie LOS B A C C <br /> Broach Delay (s) 0.3 0.3 19.1 23.9 <br /> xoach LOS C C <br /> rsection Summa ¢ `" s <br /> a;. <br /> Drage Delay 1.7 = <br /> -rsection Capacity Utilization 61.7% ICU Level of Service B <br /> clysis Period (min) 15 <br /> Synchro 6 Report )ort <br /> ers Engineering Group Page 1 e 2 <br />