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HCM Signalized Intersection Capacity Analysis PM Existing <br /> 1: Oakwood Drive & EI Camino Real 3/2/2012 <br /> � � �# � � � fl � I � � � <br /> ,,,����������������������������,,,;���� ' �f�,,,,,,��`��'; ,,���i°;;,,���;' '���;'����f��';����,' ��;,','���',, ;�����;' % <br /> Lane Configurations � � � ��'� � <br /> Volume(vph) 32 26 48 103 14 59 29 115 1908 45 72 97 <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 0.99 1.00 1.00 1.00 <br /> Frt 0.94 0.95 1.00 1.00 1.00 <br /> Flt Protected 0.99 0.97 0.95 1.00 0.95 <br /> Satd. Flow(prot) 1700 1705 1770 5065 1770 <br /> Flt Permitted 0.88 0.74 0.95 1.00 0.95 <br /> Satd. Flow(perm) 1517 1295 1770 5065 1770 <br /> Peak-hourfactor, PHF 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 /> Adj. Flow(vph) 35 28 52 112 15 64 32 125 2074 49 78 105 <br /> RTOR Reduction(vph) 0 33 0 0 20 0 0 0 2 0 0 0 <br /> Lane Group Flow(vph) 0 82 0 0 171 0 0 157 2121 0 0 183 <br /> Confl. Peds.(#/hr) 8 8 8 8 1 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) 15.8 15.8 12.6 40.6 13.8 <br /> Effective Green,g(s) 15.8 15.8 12.6 40.6 13.8 <br /> Actuated g/C Ratio 0.19 0.19 0.15 0.49 0.17 <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) 292 249 271 2502 297 <br /> v/s Ratio Prot 0.09 c0.42 c0.10 <br /> v/s Ratio Perm 0.05 c0.13 <br /> v/c Ratio 0.28 0.69 0.58 0.85 0.62 <br /> Uniform Delay,d1 28.3 30.9 32.3 18.1 31.7 <br /> Progression Factor 1.00 1.00 1.00 1.00 1.00 <br /> Incremental Delay,d2 0.5 7.6 3.0 2.9 3.8 <br /> Delay(s) 28.9 38.5 35.3 21.0 35.5 <br /> Level of Service C D D C D <br /> Approach Delay(s) 28.9 38.5 22.0 <br /> Approach LOS C D C <br /> ��,,,�,,,,,,�,���,�„�,,,°'%�///%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%/ <br /> HCM Average Control Delay 20.8 HCM Level of Service C <br /> HCM Volume to Capacity ratio 0.77 <br /> Actuated Cycle Length(s) 82.2 Sum of lost time(s) 12.0 <br /> Intersection Capacity Utilization 74.2% ICU Level of Service D <br /> Analysis Period(min) 15 <br /> c Critical Lane Group <br /> TJKM Synchro 7- Report <br /> Page 1 <br />