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HCM Signalized Intersection Capacity Analysis AM Existing <br /> 1: Oakwood Drive & EI Camino Real 3/2/2012 <br /> i � <br /> ,,,;���������%%%%%%%%%%%%%%%%%%//" ,,�/�� ' �%///%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%/ <br /> Lane�onfigurations ��'� <br /> Volume(vph) 1892 8 <br /> Ideal Flow(vphpl) 1900 1900 <br /> Total Lost time(s) 4.0 <br /> Lane Util. Factor 0.91 <br /> Frpb,ped/bikes 1.00 <br /> Flpb,ped/bikes 1.00 <br /> Frt 1.00 <br /> Flt Protected 1.00 <br /> Satd. Flow(prot) 5081 <br /> Flt Permitted 1.00 <br /> Satd. Flow(perm) 5081 <br /> Peak-hourfactor, PHF 0.92 0.92 <br /> Adj. Flow(vph) 2057 9 <br /> RTOR Reduction(vph) 1 0 <br /> Lane Group Flow(vph) 2065 0 <br /> Confl. Peds.(#/hr) 1 <br /> Turn Type <br /> Protected Phases 6 <br /> Permitted Phases <br /> Actuated Green,G(s) 40.3 <br /> Effective Green,g(s) 40.3 <br /> Actuated g/C Ratio 0.47 <br /> Clearance Time(s) 4.0 <br /> Vehicle Extension(s) 3.0 <br /> Lane Grp Cap(vph) 2373 <br /> v/s Ratio Prot c0.41 <br /> v/s Ratio Perm <br /> v/c Ratio 0.87 <br /> Uniform Delay,d1 20.7 <br /> Progression Factor 1.00 <br /> Incremental Delay,d2 3.8 <br /> Delay(s) 24.4 <br /> Level of Service C <br /> Approach Delay(s) 25.0 <br /> Approach LOS C <br /> ��,,,�,,,,,,�,���,�„�,,,°'%�///%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%/ <br /> TJKM Synchro 7- Report <br /> Page 2 <br />