Laserfiche WebLink
HCM 2010 Signalized Intersection Summary <br />BR <br />WBL <br />WBT <br />WBR <br />NBL <br />NBT <br />1: EI Camino Real & Whipple Ave <br />SBL <br />SBT <br />SBR --.%. <br />Lane Configurations <br />41. <br />)) <br />9/15/2017 <br />r <br />) <br />t+ <br />j+ <br />)) <br />tT. <br />Ul <br />Traffic Volume (veh/h) <br />141 <br />211 <br />47 <br />305 <br />448 <br />470 <br />Movement <br />1313 <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 />1313 <br />41. <br />198 <br />)) <br />t+ <br />r <br />) <br />t+ <br />j+ <br />)) <br />tT. <br />18 <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 />1845 <br />0.96 <br />1.00 <br />1900 <br />0.91 <br />1.00 <br />213 <br />0.99 <br />1.00 <br />453 <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 />85 <br />517 <br />49 <br />478 <br />496 <br />198 <br />94 <br />1436 <br />640 <br />351 <br />1526 <br />107 <br />Arrive On Green <br />0.17 <br />0.17 <br />0.17 <br />0.14 <br />0.14 <br />0.14 <br />0.01 <br />0.14 <br />0.14 <br />0.10 <br />0.47 <br />0.47 <br />Sat Flow, veh/h <br />520 <br />2867 <br />292 <br />3408 <br />3505 <br />1383 <br />1740 <br />3505 <br />1550 <br />3442 <br />3285 <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 />1383 <br />1740 <br />1752 <br />1550 <br />1721 <br />1737 <br />1779 <br />Q Serve(g_s), s <br />14.1 <br />0.0 <br />12.7 <br />7.0 <br />7.4 <br />6.6 <br />3.3 <br />22.1 <br />19.0 <br />7.5 <br />22.2 <br />22.2 <br />Cycle Q Clear(g_c), s <br />14.1 <br />0.0 <br />12.7 <br />7.0 <br />7.4 <br />6.6 <br />3.3 <br />22.1 <br />19.0 <br />7.5 <br />22.2 <br />22.2 <br />Prop In Lane <br />0.28 <br />0.27 <br />0.16 <br />1.00 <br />0.68 <br />1.00 <br />1.00 <br />0 <br />1.00 <br />1.00 <br />700 <br />0.13 <br />Lane Grp Cap(c), veh/h <br />326 <br />0 <br />319 <br />478 <br />496 <br />198 <br />94 <br />1436 <br />640 <br />351 <br />807 <br />826 <br />VIC Ratio(X) <br />0.88 <br />0.00 <br />0.80 <br />0.57 <br />0.59 <br />0.53 <br />0.65 <br />0.61 <br />0.53 <br />0.80 <br />0.66 <br />0.66 <br />Avail Cap(c a), veh/h <br />336 <br />0 <br />329 <br />580 <br />597 <br />235 <br />111 <br />1449 <br />641 <br />366 <br />817 <br />837 <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 />0.76 <br />0.76 <br />0.76 <br />1.00 <br />1.00 <br />1.00 <br />Uniform Delay (d), s/veh <br />37.9 <br />0.0 <br />37.3 <br />37.8 <br />38.0 <br />37.4 <br />45.9 <br />34.1 <br />32.1 <br />41.3 <br />19.5 <br />19.5 <br />Incr Delay (d2), s/veh <br />21.7 <br />0.0 <br />13.0 <br />1.1 <br />1.1 <br />2.2 <br />7.5 <br />1.5 <br />2.3 <br />11.7 <br />4.3 <br />4.2 <br />Initial Q Delay(d3),s/veh <br />0.6 <br />0.0 <br />0.4 <br />0.1 <br />1.2 <br />0.0 <br />84.0 <br />0.9 <br />0.0 <br />0.3 <br />0.0 <br />0.0 <br />%its BackOfQ(50 % ),veh/In <br />9.4 <br />0.0 <br />7.7 <br />3.4 <br />4.0 <br />2.6 <br />4.6 <br />11.8 <br />8.7 <br />4.2 <br />11.6 <br />11.9 <br />LnGrp Delay(d),s/veh <br />60.1 <br />0.0 <br />50.6 <br />38.9 <br />40.3 <br />39.5 <br />137.5 <br />36.5 <br />34.5 <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 />C <br />D <br />C <br />C <br />Approach Vol, veh/h <br />D <br />542 <br />D <br />671 <br />1273 <br />3 <br />4 <br />1364 <br />Approach Delay, s/veh <br />55.6 <br />39.6 <br />Assigned Phs <br />1 <br />40.8 <br />4 <br />29.8 <br />6 <br />Approach LOS <br />8 <br />E <br />D <br />Phs Duration (G+Y+Rc), s <br />10.0 <br />D <br />17.6 <br />C <br />48.4 <br />Time <br />23.0 <br />3 <br />4 <br />5 <br />Change Period (Y+Rc), s <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />Assigned Phs <br />1 <br />2 <br />4 <br />5 <br />6 <br />6.0 <br />8 <br />16.0 <br />6.0 <br />41.0 <br />Phs Duration (G+Y+Rc), s <br />13.6 <br />42.9 <br />20.4 <br />8.2 <br />48.2 <br />7.7 <br />17.2 <br />12.9 <br />5.9 <br />25.3 <br />Change Period (Y+Rc), s <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />0.0 <br />4.0 <br />0.7 <br />0.0 <br />13.1 <br />Max Green Setting (Gmax), s <br />10.0 <br />35.0 <br />17.0 <br />6.0 <br />39.0 <br />16.0 <br />Max Q Clear Time (g_c+ll), s <br />9.5 <br />24.1 <br />16.1 <br />5.3 <br />24.2 <br />9.4 <br />47.1 <br />Green Ext Time (p -c), s <br />0.1 <br />8.7 <br />0.3 <br />0.0 <br />11.2 <br />1.9 <br />Intersection Summary <br />HCM 2010 Ctrl Delay <br />38.8 <br />HCM 2010 LOS <br />90 <br />HCM 2010 Signalized Intersection Summary 00 <br />1: EI Camino Real & Whipple Ave 9/15/2017 r <br />T <br />Iv <br />7 t4,\ t :" ti 1 ►/ m <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 />Ul <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 />111 <br />375 <br />39 <br />673 <br />700 <br />297 <br />90 <br />1554 <br />670 <br />211 <br />1457 <br />145 <br />Arrive On Green <br />0.14 <br />0.14 <br />0.14 <br />0.19 <br />0.19 <br />0.19 <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 />1533 <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 />1792 <br />1738 <br />1805 <br />1533 <br />1774 <br />1787 <br />1541 <br />1721 <br />1787 <br />1814 <br />Q Serve(g_s), s <br />10.9 <br />0.0 <br />9.9 <br />7.7 <br />11.3 <br />17.0 <br />3.9 <br />35.4 <br />10.2 <br />5.7 <br />23.3 <br />23.3 <br />Cycle Q Clear(g_c), s <br />10.9 <br />0.0 <br />9.9 <br />7.7 <br />11.3 <br />17.0 <br />3.9 <br />35.4 <br />10.2 <br />5.7 <br />23.3 <br />23.3 <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 />275 <br />0 <br />269 <br />673 <br />700 <br />297 <br />90 <br />1554 <br />670 <br />211 <br />795 <br />807 <br />VIC Ratio(X) <br />0.76 <br />0.00 <br />0.70 <br />0.46 <br />0.65 <br />0.91 <br />0.78 <br />0.85 <br />0.27 <br />0.95 <br />0.68 <br />0.68 <br />Avail Cap(c a), veh/h <br />298 <br />0 <br />293 <br />674 <br />700 <br />297 <br />109 <br />1582 <br />682 <br />211 <br />810 <br />822 <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 />0.63 <br />0.63 <br />0.63 <br />1.00 <br />1.00 <br />1.00 <br />Uniform Delay (d), s/veh <br />41.0 <br />0.0 <br />40.7 <br />35.2 <br />36.9 <br />39.2 <br />47.6 <br />38.9 <br />28.1 <br />45.9 <br />21.7 <br />21.7 <br />Incr Delay (d2), s/veh <br />10.0 <br />0.0 <br />6.6 <br />0.5 <br />2.1 <br />30.6 <br />16.6 <br />4.0 <br />0.6 <br />47.6 <br />4.7 <br />4.6 <br />Initial Q Delay(d3),s/veh <br />39.3 <br />0.0 <br />33.3 <br />0.7 <br />4.2 <br />14.8 <br />0.0 <br />0.0 <br />0.0 <br />3.2 <br />0.0 <br />0.0 <br />%ile BackOfQ(50 % ),veh/In <br />10.4 <br />0.0 <br />9.0 <br />4.1 <br />6.9 <br />11.4 <br />2.3 <br />18.4 <br />4.5 <br />4.2 <br />12.6 <br />12.8 <br />LnGrp Delay(d),s/veh <br />90.4 <br />0.0 <br />80.6 <br />36.4 <br />43.2 <br />84.6 <br />64.2 <br />42.9 <br />28.7 <br />96.7 <br />26.3 <br />26.3 <br />LnGrp LOS <br />F <br />F <br />D <br />D <br />F <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 />85.7 <br />52.0 <br />42.3 <br />37.2 <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 />47.4 <br />17.6 <br />9.0 <br />48.4 <br />23.0 <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 />19.0 <br />Max Q Clear Time (g_c+ll ), s <br />7.7 <br />37.4 <br />12.9 <br />5.9 <br />25.3 <br />19.0 <br />Green Ext Time (p -c), s <br />0.0 <br />3.4 <br />0.7 <br />0.0 <br />13.1 <br />0.0 <br />Intersection Summary <br />HCM 2010 Ctrl Delay <br />47.1 <br />HCM 2010 LOS <br />EI Camino Real Corridor Plan Synchro 9 Report EI Camino Real Corridor Plan Synchro 9 Report <br />AM Peak Hour Existing Conditions Preferred Alternative W -Trans PM Peak Hour Existing Conditions Preferred Alternative W -Trans <br />