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HCM 2010 Signalized Intersection Summary <br />1: EI Camino Real & Whipple Ave 9/1812017 <br />Movement <br />ILEBT <br />EBR <br />WBL <br />WBT <br />WBR <br />NBL <br />NBT <br />NBR <br />SBL <br />SBT <br />SBI <br />Lane Configurations <br />41. <br />)) <br />t+ <br />r <br />) <br />t+ <br />j+ <br />)) <br />tT. <br />Traffic Volume (veh/h) <br />78 <br />408 <br />40 <br />264 <br />285 <br />256 <br />59 <br />850 <br />446 <br />273 <br />982 <br />76 <br />Future Volume (veh/h) <br />78 <br />408 <br />40 <br />264 <br />285 <br />256 <br />59 <br />850 <br />446 <br />273 <br />982 <br />76 <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 />2 <br />0 <br />1 <br />4 <br />0 <br />6 <br />10 <br />1 <br />1 <br />0 <br />0 <br />Ped -Bike Adj(A_pbT) <br />1.00 <br />0.96 <br />1.00 <br />0.91 <br />1.00 <br />0.99 <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 />1845 <br />1792 <br />1827 <br />1845 <br />1845 <br />1863 <br />1828 <br />1900 <br />Adj Flow Rate, veh/h <br />80 <br />421 <br />41 <br />272 <br />294 <br />105 <br />61 <br />876 <br />336 <br />281 <br />1012 <br />71 <br />Adj No. of Lanes <br />0 <br />2 <br />0 <br />2 <br />2 <br />1 <br />1 <br />2 <br />1 <br />2 <br />2 <br />0 <br />Peak Hour Factor <br />0.97 <br />0.97 <br />0.97 <br />0.97 <br />0.97 <br />0.97 <br />0.97 <br />0.97 <br />0.97 <br />0.97 <br />0.97 <br />0.97 <br />Percent Heavy Veh, % <br />1 <br />1 <br />1 <br />3 <br />3 <br />6 <br />4 <br />3 <br />3 <br />2 <br />4 <br />4 <br />Cap, veh/h <br />88 <br />523 <br />50 <br />465 <br />483 <br />192 <br />95 <br />1467 <br />658 <br />352 <br />1564 <br />110 <br />Arrive On Green <br />0.18 <br />0.18 <br />0.18 <br />0.14 <br />0.14 <br />0.14 <br />0.01 <br />0.14 <br />0.14 <br />0.10 <br />0.48 <br />0.48 <br />Sat Flow, veh/h <br />520 <br />2867 <br />292 <br />3408 <br />3505 <br />1379 <br />1740 <br />3505 <br />1550 <br />3442 <br />3286 <br />230 <br />Grp Volume(v), veh/h <br />286 <br />0 <br />256 <br />272 <br />294 <br />105 <br />61 <br />876 <br />336 <br />281 <br />535 <br />548 <br />Grp Sat Flow(s),veh/h/In <br />1859 <br />0 <br />1819 <br />1704 <br />1752 <br />1379 <br />1740 <br />1752 <br />1550 <br />1721 <br />1737 <br />1779 <br />Q Serve(g_s), s <br />15.0 <br />0.0 <br />13.5 <br />7.5 <br />7.9 <br />7.1 <br />3.5 <br />23.4 <br />20.1 <br />8.0 <br />23.0 <br />23.0 <br />Cycle Q Clear(g_c), s <br />15.0 <br />0.0 <br />13.5 <br />7.5 <br />7.9 <br />7.1 <br />3.5 <br />23.4 <br />20.1 <br />8.0 <br />23.0 <br />23.0 <br />Prop In Lane <br />0.28 <br />0.16 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.13 <br />Lane Grp Cap(c), veh/h <br />330 <br />0 <br />323 <br />465 <br />483 <br />192 <br />95 <br />1467 <br />658 <br />352 <br />827 <br />847 <br />VIC Ratio(X) <br />0.87 <br />0.00 <br />0.79 <br />0.59 <br />0.61 <br />0.55 <br />0.64 <br />0.60 <br />0.51 <br />0.80 <br />0.65 <br />0.65 <br />Avail Cap(c a), veh/h <br />353 <br />0 <br />346 <br />579 <br />596 <br />234 <br />122 <br />1491 <br />660 <br />413 <br />838 <br />858 <br />HCM Platoon Ratio <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.33 <br />0.33 <br />0.33 <br />1.00 <br />1.00 <br />1.00 <br />Upstream Filler(I) <br />1.00 <br />0.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.83 <br />0.83 <br />0.83 <br />1.00 <br />1.00 <br />1.00 <br />Uniform Delay (d), s/veh <br />40.1 <br />0.0 <br />39.5 <br />40.6 <br />40.8 <br />40.1 <br />48.8 <br />35.7 <br />33.5 <br />43.9 <br />19.9 <br />19.9 <br />Incr Delay (d2), s/veh <br />18.9 <br />0.0 <br />11.2 <br />1.2 <br />1.2 <br />2.4 <br />5.8 <br />1.5 <br />2.3 <br />9.1 <br />3.9 <br />3.8 <br />Initial Q Delay(d3),s/veh <br />0.5 <br />0.0 <br />0.3 <br />0.1 <br />1.3 <br />0.0 <br />78.9 <br />0.8 <br />0.0 <br />0.3 <br />0.0 <br />0.0 <br />%its BackOfQ(50 % ),veh/In <br />9.6 <br />0.0 <br />7.9 <br />3.7 <br />4.2 <br />2.8 <br />4.6 <br />12.5 <br />9.2 <br />4.3 <br />12.0 <br />12.3 <br />LnGrp Delay(d),s/veh <br />59.5 <br />0.0 <br />51.0 <br />41.8 <br />43.3 <br />42.5 <br />133.5 <br />38.0 <br />35.9 <br />53.3 <br />23.8 <br />23.7 <br />LnGrp LOS <br />E <br />D <br />D <br />D <br />D <br />F <br />D <br />D <br />D <br />C <br />C <br />Approach Vol, veh/h <br />542 <br />671 <br />1273 <br />1364 <br />Approach Delay, s/veh <br />55.5 <br />42.6 <br />42.1 <br />29.8 <br />Approach LOS <br />E <br />D <br />D <br />C <br />Time <br />3 <br />4 <br />5 <br />6 <br />Assigned Phs <br />1 <br />2 <br />4 <br />5 <br />6 <br />8 <br />Phs Duration (G+Y+Rc), s <br />14.2 <br />46.5 <br />21.7 <br />8.5 <br />52.2 <br />17.6 <br />Change Period (Y+Rc), s <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />Max Green Setting (Gmax), s <br />12.0 <br />36.0 <br />19.0 <br />7.0 <br />41.0 <br />17.0 <br />Max Q Clear Time (g_c+ll), s <br />10.0 <br />25.4 <br />17.0 <br />5.5 <br />25.0 <br />9.9 <br />Green Ext Time (p -c), s <br />0.2 <br />8.5 <br />0.7 <br />0.0 <br />11.9 <br />2.0 <br />Intersection Summary <br />HCM 2010 Ctrl Delay <br />39.7 <br />HCM 2010 LOS <br />EI Camino Real Corridor Plan Synchro 8 Report <br />AM Peak Hour Existing Conditions W -Trans <br />HCM 2010 Signalized Intersection Summary <br />1: EI Camino Real & Whipple Ave 9/18/2017 <br />Movement <br />BR <br />WBL <br />WBT <br />WBR <br />NBL <br />NBT <br />NBR <br />SBL <br />SBT <br />SBR <br />Lane Configurations <br />41. <br />)) <br />t+ <br />r <br />) <br />t+ <br />j+ <br />)) <br />tT. <br />Traffic Volume (veh/h) <br />141 <br />211 <br />47 <br />305 <br />448 <br />470 <br />69 <br />1313 <br />278 <br />198 <br />983 <br />114 <br />Future Volume (veh/h) <br />141 <br />211 <br />47 <br />305 <br />448 <br />470 <br />69 <br />1313 <br />278 <br />198 <br />983 <br />114 <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 />20 <br />0 <br />5 <br />10 <br />4 <br />0 <br />0 <br />0 <br />1 <br />0 <br />0 <br />Ped -Bike Adj(A_pbT) <br />1.00 <br />0.95 <br />1.00 <br />0.95 <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 />1886 <br />1900 <br />1881 <br />1900 <br />1900 <br />1863 <br />1881 <br />1845 <br />1863 <br />1881 <br />1900 <br />Adj Flow Rate, veh/h <br />142 <br />213 <br />42 <br />308 <br />453 <br />271 <br />70 <br />1326 <br />180 <br />200 <br />993 <br />99 <br />Adj No. of Lanes <br />0 <br />2 <br />0 <br />2 <br />2 <br />1 <br />1 <br />2 <br />1 <br />2 <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 />1 <br />1 <br />1 <br />1 <br />0 <br />0 <br />2 <br />1 <br />3 <br />2 <br />1 <br />1 <br />Cap, veh/h <br />106 <br />368 <br />38 <br />702 <br />732 <br />314 <br />90 <br />1539 <br />664 <br />206 <br />1440 <br />144 <br />Arrive On Green <br />0.14 <br />0.14 <br />0.14 <br />0.20 <br />0.20 <br />0.20 <br />0.02 <br />0.15 <br />0.15 <br />0.06 <br />0.45 <br />0.45 <br />Sat Flow, veh/h <br />1239 <br />1976 <br />400 <br />3476 <br />3610 <br />1535 <br />1774 <br />3574 <br />1541 <br />3442 <br />3274 <br />326 <br />Grp Volume(v), veh/h <br />209 <br />0 <br />188 <br />308 <br />453 <br />271 <br />70 <br />1326 <br />180 <br />200 <br />542 <br />550 <br />Grp Sat Flow(s),veh/h/In <br />1824 <br />0 <br />1791 <br />1738 <br />1805 <br />1535 <br />1774 <br />1787 <br />1541 <br />1721 <br />1787 <br />1814 <br />Q Serve(g_s), s <br />11.2 <br />0.0 <br />10.1 <br />7.8 <br />11.5 <br />17.1 <br />3.9 <br />36.1 <br />10.4 <br />5.8 <br />24.0 <br />24.0 <br />Cycle Q Clear(g_c), s <br />11.2 <br />0.0 <br />10.1 <br />7.8 <br />11.5 <br />17.1 <br />3.9 <br />36.1 <br />10.4 <br />5.8 <br />24.0 <br />24.0 <br />Prop In Lane <br />0.68 <br />0.22 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.18 <br />Lane Grp Cap(c), veh/h <br />273 <br />0 <br />266 <br />702 <br />732 <br />314 <br />90 <br />1539 <br />664 <br />206 <br />786 <br />798 <br />VIC Ratio(X) <br />0.76 <br />0.00 <br />0.71 <br />0.44 <br />0.62 <br />0.86 <br />0.78 <br />0.86 <br />0.27 <br />0.97 <br />0.69 <br />0.69 <br />Avail Cap(c a), veh/h <br />292 <br />0 <br />287 <br />730 <br />758 <br />322 <br />106 <br />1573 <br />678 <br />206 <br />803 <br />815 <br />HCM Platoon Ratio <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.33 <br />0.33 <br />0.33 <br />1.00 <br />1.00 <br />1.00 <br />Upstream Filler(I) <br />1.00 <br />0.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.71 <br />0.71 <br />0.71 <br />1.00 <br />1.00 <br />1.00 <br />Uniform Delay (d), s/veh <br />42.0 <br />0.0 <br />41.7 <br />35.2 <br />36.8 <br />39.0 <br />48.6 <br />40.0 <br />28.9 <br />47.0 <br />22.5 <br />22.5 <br />Incr Delay (d2), s/veh <br />10.8 <br />0.0 <br />7.1 <br />0.4 <br />1.5 <br />20.5 <br />19.1 <br />4.8 <br />0.7 <br />53.4 <br />4.9 <br />4.8 <br />Initial Q Delay(d3),s/veh <br />41.0 <br />0.0 <br />34.5 <br />0.7 <br />3.5 <br />8.6 <br />0.0 <br />0.0 <br />0.0 <br />5.4 <br />0.0 <br />0.0 <br />%ile BackOfQ(50 % ),veh/In <br />10.7 <br />0.0 <br />9.2 <br />4.1 <br />6.8 <br />10.3 <br />2.4 <br />19.0 <br />4.6 <br />4.5 <br />13.0 <br />13.2 <br />LnGrp Delay(d),s/veh <br />93.8 <br />0.0 <br />83.2 <br />36.3 <br />41.8 <br />68.1 <br />67.6 <br />44.8 <br />29.6 <br />105.8 <br />27.4 <br />27.4 <br />LnGrp LOS <br />F <br />F <br />D <br />D <br />E <br />E <br />D <br />C <br />F <br />C <br />C <br />Approach Vol, veh/h <br />397 <br />1032 <br />1576 <br />1292 <br />Approach Delay, s/veh <br />88.8 <br />47.1 <br />44.0 <br />39.5 <br />Approach LOS <br />F <br />D <br />D <br />D <br />3 <br />4 <br />5 <br />Assigned Phs <br />1 <br />2 <br />4 <br />5 <br />6 <br />8 <br />Phs Duration (G+Y+Rc), s <br />10.0 <br />48.0 <br />17.8 <br />9.1 <br />48.9 <br />24.2 <br />Change Period (Y+Rc), s <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />Max Green Setting (Gmax), s <br />6.0 <br />41.0 <br />16.0 <br />6.0 <br />41.0 <br />21.0 <br />Max Q Clear Time (g_c+ll ), s <br />7.8 <br />38.1 <br />13.2 <br />5.9 <br />26.0 <br />19.1 <br />Green Ext Time (p -c), s <br />0.0 <br />2.7 <br />0.7 <br />0.0 <br />12.6 <br />1.0 <br />Intersection Summary <br />HCM 2010 Ctrl Delay <br />47.5 <br />HCM 2010 LOS <br />EI Camino Real Corridor Plan 9/18/2017 PM Peak Hour Existing Conditions Synchro 9 Report <br />W -Trans Page 1 <br />(D <br />O <br />