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HCM Signalized Intersection Capacity Analysis AM Existing <br /> 1: Oakwood Drive & EI Camino Real 3/2/2012 <br /> � � �# � � � fl � I � � � <br /> ,,,����������������������������,,,;���� ' �f�,,,,,,��`��'; ,,���i°;;,,���;' '���;'����f��';����,' ��;,','���',, ;�����;' % <br /> Lane Configurations � � � ��'� � <br /> Volume(vph) 102 51 94 196 27 54 46 50 1061 36 39 34 <br /> Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br /> Total Lost time(s) 4.0 4.0 4.0 4.0 4.0 <br /> Lane Util. Factor 1.00 1.00 1.00 0.91 1.00 <br /> Frpb,ped/bikes 0.99 0.99 1.00 1.00 1.00 <br /> Flpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 <br /> Frt 0.95 0.97 1.00 1.00 1.00 <br /> Flt Protected 0.98 0.97 0.95 1.00 0.95 <br /> Satd. Flow(prot) 1711 1733 1770 5060 1770 <br /> Flt Permitted 0.79 0.56 0.95 1.00 0.95 <br /> Satd. Flow(perm) 1377 1004 1770 5060 1770 <br /> Peak-hourfactor, PHF 0.76 0.76 0.76 0.83 0.83 0.83 0.93 0.93 0.93 0.93 0.92 0.92 <br /> Adj. Flow(vph) 134 67 124 236 33 65 49 54 1141 39 42 37 <br /> RTOR Reduction(vph) 0 21 0 0 8 0 0 0 3 0 0 0 <br /> Lane Group Flow(vph) 0 304 0 0 326 0 0 103 1177 0 0 79 <br /> Confl. Peds.(#/hr) 16 8 8 16 1 <br /> Turn Type Perm Perm Prot Prot Prot Prot <br /> Protected Phases 4 8 5 5 2 1 1 <br /> Permitted Phases 4 8 <br /> Actuated Green,G(s) 25.2 25.2 8.8 41.3 7.8 <br /> Effective Green,g(s) 25.2 25.2 8.8 41.3 7.8 <br /> Actuated g/C Ratio 0.29 0.29 0.10 0.48 0.09 <br /> Clearance Time(s) 4.0 4.0 4.0 4.0 4.0 <br /> Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 <br /> Lane Grp Cap(vph) 402 293 180 2422 160 <br /> v/s Ratio Prot c0.06 0.23 0.04 <br /> v/s Ratio Perm 0.22 c0.32 <br /> v/c Ratio 0.76 1.11 0.57 0.49 0.49 <br /> Uniform Delay,d1 27.8 30.5 37.0 15.3 37.4 <br /> Progression Factor 1.00 1.00 1.00 1.00 1.00 <br /> Incremental Delay,d2 7.9 85.7 4.3 0.2 2.4 <br /> Delay(s) 35.6 116.3 41.3 15.4 39.8 <br /> Level of Service D F D B D <br /> Approach Delay(s) 35.6 116.3 17.5 <br /> Approach LOS D F B <br /> ��,,,�,,,,,,�,���,�„�,,,°'%�///%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%/ <br /> HCM Average Control Delay 31.0 HCM Level of Service C <br /> HCM Volume to Capacity ratio 0.92 <br /> Actuated Cycle Length(s) 86.3 Sum of lost time(s) 12.0 <br /> Intersection Capacity Utilization 78.9% ICU Level of Service D <br /> Analysis Period(min) 15 <br /> c Critical Lane Group <br /> TJKM Synchro 7- Report <br /> Page 1 <br />