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M Unsignalized Intersection Capacity Analysis Cumulative Without Project act <br /> iR 132 & Bird Road 211/2004 004 <br /> ement .:. ^ ? EBZ EST ��BR WBU--WBl''�iVBR -tsBl BF TIBR s%SBL SBT i:SBR BR <br /> Configurations ►) j, A - <br /> Control Free Free Stop Stop <br /> ie 0% 0% 0% 0% <br /> me (veh/h) 5 181 29 111 928 3 31 54 76 4 2 15 7 <br /> < 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 i.92 <br /> dy flow rate (vph) 5 197 32 121 1009 3 34 59 83 4 2 16 8 <br /> Wrians <br /> Width (ft) <br /> ang Speed (ft/s) <br /> ent Blockage <br /> tturn flare (veh) <br /> ian type None None <br /> ian storage veh) <br /> ream signal (ft) <br /> )latoon unblocked <br /> ;onflicting volume 1012 228 1491 1477 212 1571 1491 1010 322 <br /> stage 1 conf vol <br /> stage 2 conf vol <br /> unblocked vol 1012 228 1491 1477 212 1571 1491 1010 322 <br /> ingle (s) 4.1 4.1 7.1 6.5 6.2 7,1 6.5 6.2 6.2 <br /> stage (s) <br /> 2.2 2.2 3.5 4.0 3,3 3.5 4.0 3.3 3.3 <br /> jeue free% 99 91 62 48 90 90 98 94 98 <br /> apacity (veh/h) 685 1340 88 114 828 45 112 291 328 <br /> Uon:Canes 'ES rEB 2:W& ViIB 2 <br /> ne Total 5 228 121 1012 175 23 <br /> ne Left 5 0 121 0 34 4 <br /> ne Right 0 32 0 3 83 16 <br /> 685 1700 1340 1700 175 132 <br /> ne to Capacity 0.01 0.13 0.09 0.60 1.00 0.17 <br /> ie Length (ft) 1 0 7 0 202 15 <br /> -- rol Delay (s) 10.3 0.0 8.0 0.0 121.7 37.9 <br /> LOS B A F E <br /> Dach Delay (s) 0.2 0.6 121.7 37.9 <br /> each LOS F E <br /> OFT <br /> age Delay 14.8 <br /> ;ection Capacity Utilization 74.7% ICU Level of Service D <br /> ,sis Period (min) 15 <br /> Synchro 6 Report )ort <br /> s Engineering Group Page 1 !e 2 <br />