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HCM 2010 Signalized Intersection Summary HCM 2010 Signalized Intersection Summary <br />2: EI Camino Real & Brewster Ave 9/1512017 2: EI Camino Real & Brewster Ave 9/1512017 <br />Assigned Phs 1 <br />2 <br />4 <br />6 <br />8 <br />Phs Duration (G+Y+Rc), t1.7 <br />60.2 <br />22.1 <br />71.9 <br />22.1 <br />Change Period (Y+Rc), s 4.0 <br />4.0 <br />BL <br />EBT <br />EBR <br />WBL <br />WBT <br />WBR <br />NBL <br />NBT <br />NBR <br />SBL <br />SBT <br />SBR <br />Lane Configurations <br />) <br />fT. <br />2.1 <br />) <br />tT. <br />Intersection Si <br />4T. <br />Vi <br />tT. <br />Traffic Volume (veh/h) <br />89 <br />342 <br />10 <br />66 <br />190 <br />37 <br />1 <br />1025 <br />132 <br />115 <br />1007 <br />105 <br />Future Volume (veh/h) <br />89 <br />342 <br />10 <br />66 <br />190 <br />37 <br />1 <br />1025 <br />132 <br />115 <br />1007 <br />105 <br />Number <br />7 <br />4 <br />14 <br />3 <br />8 <br />18 <br />5 <br />2 <br />12 <br />1 <br />6 <br />16 <br />Initial Q (Qb), veh <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />3 <br />0 <br />2 <br />1 <br />2 <br />Ped -Bike Adj(A_pbT) <br />0.97 <br />0.94 <br />0.98 <br />0.93 <br />1.00 <br />0.98 <br />1.00 <br />0.97 <br />Parking Bus, Adj <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Adj Sat Flow, veh/h/In <br />1900 <br />1882 <br />1900 <br />1743 <br />1869 <br />1900 <br />1900 <br />1800 <br />1900 <br />1863 <br />1834 <br />1900 <br />Adj Flow Rate, veh/h <br />91 <br />349 <br />9 <br />67 <br />194 <br />30 <br />1 <br />1046 <br />123 <br />117 <br />1028 <br />89 <br />Adj No. of Lanes <br />1 <br />2 <br />0 <br />1 <br />2 <br />0 <br />0 <br />2 <br />0 <br />1 <br />2 <br />0 <br />Peak Hour Factor <br />0.98 <br />0.98 <br />0.98 <br />0.98 <br />0.98 <br />0.98 <br />0.98 <br />0.98 <br />0.98 <br />0.98 <br />0.98 <br />0.98 <br />Percent Heavy Veh, % <br />0 <br />1 <br />1 <br />9 <br />2 <br />2 <br />6 <br />6 <br />6 <br />2 <br />4 <br />4 <br />Cap, veh/h <br />232 <br />685 <br />18 <br />175 <br />590 <br />89 <br />39 <br />1802 <br />209 <br />150 <br />2337 <br />202 <br />Arrive On Green <br />0.19 <br />0.19 <br />0.19 <br />0.19 <br />0.19 <br />0.19 <br />1.00 <br />1.00 <br />1.00 <br />0.16 <br />1.00 <br />1.00 <br />Sat Flow, veh/h <br />1139 <br />3554 <br />91 <br />937 <br />3061 <br />463 <br />0 <br />3012 <br />354 <br />1774 <br />3236 <br />280 <br />Grp Volume(v), veh/h <br />91 <br />175 <br />183 <br />67 <br />111 <br />113 <br />625 <br />0 <br />545 <br />117 <br />553 <br />564 <br />Grp Sat Flow(s),veh/h/lnl139 <br />918 <br />1788 <br />1858 <br />937 <br />1775 <br />1749 <br />1800 <br />0 <br />1566 <br />1774 <br />1742 <br />1774 <br />Q Serve(g_s), s <br />7.0 <br />8.2 <br />8.3 <br />6.5 <br />5.0 <br />5.3 <br />0.0 <br />0.0 <br />0.0 <br />6.0 <br />0.0 <br />0.0 <br />Cycle Q Clear(g_c), s <br />12.3 <br />8.2 <br />8.3 <br />14.8 <br />5.0 <br />5.3 <br />0.0 <br />0.0 <br />0.0 <br />6.0 <br />0.0 <br />0.0 <br />Prop In Lane <br />1.00 <br />0.05 <br />1.00 <br />0.26 <br />0.00 <br />0.23 <br />1.00 <br />0.16 <br />Lane Grp Cap(c), veh/h <br />232 <br />345 <br />358 <br />175 <br />342 <br />337 <br />1113 <br />0 <br />936 <br />150 <br />1258 <br />1281 <br />VIC Ratio(X) <br />0.39 <br />0.51 <br />0.51 <br />0.38 <br />0.32 <br />0.34 <br />0.56 <br />0.00 <br />0.58 <br />0.78 <br />0.44 <br />0.44 <br />Avail Cap(c a), veh/h <br />255 <br />380 <br />395 <br />193 <br />378 <br />372 <br />1114 <br />0 <br />937 <br />208 <br />1258 <br />1281 <br />HCM Platoon Ratio <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />Upstream Filter(I) <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.77 <br />0.00 <br />0.77 <br />0.70 <br />0.70 <br />0.70 <br />Uniform Delay (d), s/veh 38.1 <br />34.0 <br />34.0 <br />40.6 <br />32.7 <br />32.7 <br />0.0 <br />0.0 <br />0.0 <br />38.4 <br />0.0 <br />0.0 <br />Incr Delay (d2), s/veh <br />1.1 <br />1.2 <br />1.1 <br />1.4 <br />0.5 <br />0.6 <br />1.6 <br />0.0 <br />2.0 <br />8.6 <br />0.8 <br />0.8 <br />Initial Q Delay(d3),s/veh <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />5.8 <br />0.0 <br />0.0 <br />%its BackOfQ(50%),veh/Ir2.3 <br />4.2 <br />4.4 <br />1.7 <br />2.5 <br />2.6 <br />0.5 <br />0.0 <br />0.5 <br />3.7 <br />0.3 <br />0.3 <br />LnGrp Delay(d),s/veh <br />39.1 <br />35.1 <br />35.1 <br />42.0 <br />33.2 <br />33.3 <br />1.6 <br />0.0 <br />2.1 <br />52.7 <br />0.8 <br />0.8 <br />LnGrp LOS <br />D <br />D <br />D <br />D <br />C <br />C <br />A <br />A <br />D <br />A <br />A <br />Approach Vol, veh/h <br />449 <br />291 <br />1170 <br />1234 <br />Approach Delay, s/veh <br />35.9 <br />35.3 <br />1.8 <br />5.7 <br />Approach LOS <br />D <br />D <br />A <br />A <br />Assigned Phs 1 <br />2 <br />4 <br />6 <br />8 <br />Phs Duration (G+Y+Rc), t1.7 <br />60.2 <br />22.1 <br />71.9 <br />22.1 <br />Change Period (Y+Rc), s 4.0 <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />Max Green Setting (Gmak),.B <br />51.0 <br />20.0 <br />66.0 <br />20.0 <br />Max Q Clear Time (g_c+l'�,(S <br />2.0 <br />14.3 <br />2.0 <br />16.8 <br />Green Ext Time (p -c), s 0.1 <br />26.1 <br />2.1 <br />29.4 <br />1.4 <br />Intersection Si <br />4T. <br />Vi <br />HCM 2010 Ctrl Delay <br />11.3 <br />47 <br />97 <br />HCM 2010 LOS <br />147 <br />339 <br />144 <br />1 <br />EI Camino Real Corridor Plan Synchro 9 Report <br />AM Peak Hour Existing Conditions Preferred Alternative W -Trans <br />Assigned Phs 1 <br />2 <br />4 <br />6 <br />8 <br />Phs Duration (G+Y+Rc), t0.2 <br />63.3 <br />24.5 <br />73.5 <br />24.5 <br />Change Period (Y+Rc), s 4.0 <br />4.0 <br />BL <br />EBT <br />EBR <br />WBL <br />WBT <br />WBR <br />NBL <br />NBT <br />NBR <br />SBL <br />SBT <br />SBR <br />Lane Configurations <br />) <br />fT. <br />0.5 <br />) <br />tT. <br />Intersection Si <br />4T. <br />Vi <br />tT. <br />Traffic Volume (veh/h) <br />47 <br />97 <br />25 <br />147 <br />339 <br />144 <br />1 <br />1375 <br />96 <br />89 <br />1144 <br />92 <br />Future Volume (veh/h) <br />47 <br />97 <br />25 <br />147 <br />339 <br />144 <br />1 <br />1375 <br />96 <br />89 <br />1144 <br />92 <br />Number <br />7 <br />4 <br />14 <br />3 <br />8 <br />18 <br />5 <br />2 <br />12 <br />1 <br />6 <br />16 <br />Initial Q (Qb), veh <br />0 <br />0 <br />0 <br />2 <br />0 <br />0 <br />0 <br />10 <br />0 <br />0 <br />0 <br />0 <br />Ped -Bike Adj(A_pbT) <br />0.99 <br />0.94 <br />0.97 <br />0.90 <br />1.00 <br />0.96 <br />1.00 <br />0.97 <br />Parking Bus, Adj <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Adj Sat Flow, veh/h/In <br />1900 <br />1885 <br />1900 <br />1845 <br />1881 <br />1900 <br />1900 <br />1858 <br />1900 <br />1881 <br />1883 <br />1900 <br />Adj Flow Rate, veh/h <br />47 <br />98 <br />13 <br />148 <br />342 <br />137 <br />1 <br />1389 <br />84 <br />90 <br />1156 <br />79 <br />Adj No. of Lanes <br />1 <br />2 <br />0 <br />1 <br />2 <br />0 <br />0 <br />2 <br />0 <br />1 <br />2 <br />0 <br />Peak Hour Factor <br />0.99 <br />0.99 <br />0.99 <br />0.99 <br />0.99 <br />0.99 <br />0.99 <br />0.99 <br />0.99 <br />0.99 <br />0.99 <br />0.99 <br />Percent Heavy Veh, % <br />0 <br />1 <br />1 <br />3 <br />1 <br />1 <br />2 <br />2 <br />2 <br />1 <br />1 <br />1 <br />Cap, veh/h <br />143 <br />663 <br />86 <br />299 <br />509 <br />198 <br />37 <br />2003 <br />116 <br />114 <br />2403 <br />164 <br />Arrive On Green <br />0.21 <br />0.21 <br />0.21 <br />0.21 <br />0.21 <br />0.21 <br />1.00 <br />1.00 <br />1.00 <br />0.13 <br />1.00 <br />1.00 <br />Sat Flow, veh/h <br />918 <br />3163 <br />409 <br />1227 <br />2431 <br />945 <br />0 <br />3305 <br />199 <br />1792 <br />3391 <br />232 <br />Grp Volume(v), veh/h <br />47 <br />54 <br />57 <br />148 <br />249 <br />230 <br />779 <br />0 <br />695 <br />90 <br />609 <br />626 <br />Grp Sat Flow(s),veh/h/In <br />918 <br />1791 <br />1781 <br />1227 <br />1787 <br />1588 <br />1857 <br />0 <br />1647 <br />1792 <br />1788 <br />1834 <br />Q Serve(g_s), s <br />4.9 <br />2.4 <br />2.5 <br />11.0 <br />12.5 <br />13.1 <br />0.0 <br />0.0 <br />0.0 <br />4.8 <br />0.0 <br />0.0 <br />Cycle Q Clear(g_c), s <br />18.0 <br />2.4 <br />2.5 <br />13.5 <br />12.5 <br />13.1 <br />0.0 <br />0.0 <br />0.0 <br />4.8 <br />0.0 <br />0.0 <br />Prop In Lane <br />1.00 <br />0.23 <br />1.00 <br />0.59 <br />0.00 <br />0.12 <br />1.00 <br />0.13 <br />Lane Grp Cap(c), veh/h <br />143 <br />375 <br />373 <br />299 <br />375 <br />333 <br />1160 <br />0 <br />997 <br />114 <br />1268 <br />1300 <br />VIC Ratio(X) <br />0.33 <br />0.15 <br />0.15 <br />0.50 <br />0.66 <br />0.69 <br />0.67 <br />0.00 <br />0.70 <br />0.79 <br />0.48 <br />0.48 <br />Avail Cap(c a), veh/h <br />147 <br />384 <br />382 <br />305 <br />383 <br />340 <br />1160 <br />0 <br />996 <br />165 <br />1268 <br />1300 <br />HCM Platoon Ratio <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />Upstream Filter(I) <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.58 <br />0.00 <br />0.58 <br />0.71 <br />0.71 <br />0.71 <br />Uniform Delay (d), s/veh 44.1 <br />31.6 <br />31.6 <br />37.4 <br />35.6 <br />35.8 <br />0.1 <br />0.0 <br />0.0 <br />42.1 <br />0.0 <br />0.0 <br />Incr Delay (d2), s/veh <br />1.3 <br />0.2 <br />0.2 <br />1.3 <br />4.2 <br />5.7 <br />1.8 <br />0.0 <br />2.4 <br />11.0 <br />0.9 <br />0.9 <br />Initial Q Delay(d3),s/veh <br />0.0 <br />0.0 <br />0.0 <br />0.6 <br />0.0 <br />0.0 <br />0.4 <br />0.0 <br />0.6 <br />0.0 <br />0.0 <br />0.0 <br />%ile BackOfQ(50%),veh/lnl.3 <br />1.2 <br />1.3 <br />4.1 <br />6.6 <br />6.3 <br />1.5 <br />0.0 <br />0.8 <br />2.7 <br />0.3 <br />0.3 <br />LnGrp Delay(d),s/veh <br />45.5 <br />31.8 <br />31.8 <br />39.3 <br />39.7 <br />41.5 <br />2.3 <br />0.0 <br />3.0 <br />53.1 <br />0.9 <br />0.9 <br />LnGrp LOS <br />D <br />C <br />C <br />D <br />D <br />D <br />A <br />A <br />D <br />A <br />A <br />Approach Vol, veh/h <br />158 <br />627 <br />1474 <br />1325 <br />Approach Delay, s/veh <br />35.8 <br />40.3 <br />2.6 <br />4.5 <br />Approach LOS <br />D <br />D <br />A <br />A <br />Assigned Phs 1 <br />2 <br />4 <br />6 <br />8 <br />Phs Duration (G+Y+Rc), t0.2 <br />63.3 <br />24.5 <br />73.5 <br />24.5 <br />Change Period (Y+Rc), s 4.0 <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />Max Green Setting (Gma4,.d <br />56.0 <br />21.0 <br />69.0 <br />21.0 <br />Max Q Clear Time (g_c+IV,& <br />2.0 <br />20.0 <br />2.0 <br />15.5 <br />Green Ext Time (p -c), s 0.0 <br />35.7 <br />0.5 <br />40.7 <br />2.2 <br />Intersection Si <br />HCM 2010 Ctrl Delay <br />11.4 <br />HCM 2010 LOS <br />00 <br />EI Camino Real Corridor Plan Synchro 9 Report W <br />PM Peak Hour Existing Conditions Preferred Alternative W -Trans <br />(D <br />(.3l <br />N <br />