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HCM 2010 Signalized Intersection Summary2: El Camino Real & Brewster Ave9/18/2017El Camino Real Corridor PlanSynchro 8 ReportAM Peak Hour Existing ConditionsW-TransMovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 89 342 10 66 190 37 1 1025 132 115 1007 105Future Volume (veh/h) 89 342 10 66 190 37 1 1025 132 115 1007 105Number7 4 14 3 8 18 5 2 12 1 6 16Initial Q (Qb), veh 000000030212Ped-Bike Adj(A_pbT) 0.97 0.94 0.98 0.94 1.00 0.98 1.00 0.97Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj Sat Flow, veh/h/ln 1900 1882 1900 1743 1869 1900 1900 1793 1863 1863 1827 1900Adj Flow Rate, veh/h 91 349 9 67 194 30 1 1046 123 117 1028 89Adj No. of Lanes 120120021121Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Percent Heavy Veh, %011922662240Cap, veh/h 233 699 18 174 602 91 36 2002 928 153 2511 1134Arrive On Green 0.20 0.20 0.20 0.20 0.20 0.20 1.00 1.00 1.00 0.08 0.72 0.72Sat Flow, veh/h 1142 3554 91 939 3062 463 0 3341 1548 1774 3471 1567Grp Volume(v), veh/h 91 175 183 67 111 113 561 486 123 117 1028 89Grp Sat Flow(s),veh/h/ln1142 1788 1858 939 1775 1749 1792 1550 1548 1774 1736 1567Q Serve(g_s), s 7.4 8.7 8.8 6.8 5.3 5.6 0.0 0.0 0.0 6.5 11.6 1.7Cycle Q Clear(g_c), s 13.0 8.7 8.8 15.6 5.3 5.6 0.0 0.0 0.0 6.5 11.6 1.7Prop In Lane 1.00 0.05 1.00 0.26 0.00 1.00 1.00 1.00Lane Grp Cap(c), veh/h 233 352 365 174 349 344 1109 929 928 153 2511 1134V/C Ratio(X) 0.39 0.50 0.50 0.38 0.32 0.33 0.51 0.52 0.13 0.77 0.41 0.08Avail Cap(c_a), veh/h 271 411 427 206 408 402 1112 931 930 248 2511 1134HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.85 0.85 0.85 0.70 0.70 0.70Uniform Delay (d), s/veh40.1 35.8 35.8 42.7 34.4 34.5 0.1 0.0 0.0 44.9 5.5 4.1Incr Delay (d2), s/veh 1.1 1.1 1.1 1.4 0.5 0.6 1.4 1.8 0.3 5.5 0.3 0.1Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.3 0.0 0.0%ile BackOfQ(50%),veh/ln2.4 4.4 4.6 1.8 2.7 2.7 0.7 0.5 0.1 3.9 5.6 1.0LnGrp Delay(d),s/veh 41.2 36.9 36.9 44.1 34.9 35.1 1.5 1.8 0.3 55.7 5.8 4.3LnGrp LOS DDDDCDAAAEAAApproach Vol, veh/h 44929111701234Approach Delay, s/veh 37.737.11.510.4Approach LOSDDABTimer12345678Assigned Phs12468Phs Duration (G+Y+Rc), s12.3 64.1 23.7 76.3 23.7Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s14.0 51.0 23.0 69.0 23.0Max Q Clear Time (g_c+I1), s8.5 2.0 15.0 13.6 17.6Green Ext Time (p_c), s 0.1 25.2 2.7 26.6 2.0Intersection SummaryHCM 2010 Ctrl Delay13.5HCM 2010 LOSBNotesHCM 2010 Signalized Intersection Summary2: El Camino Real & Brewster Ave9/18/2017El Camino Real Corridor Plan 9/18/2017 PM Peak Hour Existing ConditionsSynchro 9 ReportW-TransPage 2MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 47 97 25 147 339 144 1 1375 96 89 1144 92Future Volume (veh/h) 47 97 25 147 339 144 1 1375 96 89 1144 92Number7 4 14 3 8 18 5 2 12 1 6 16Initial Q (Qb), veh 0002000100000Ped-Bike Adj(A_pbT) 0.99 0.94 0.97 0.90 1.00 0.96 1.00 0.97Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj Sat Flow, veh/h/ln 1900 1885 1900 1845 1881 1900 1900 1863 1792 1881 1881 1900Adj Flow Rate, veh/h 47 98 13 148 342 137 1 1389 84 90 1156 79Adj No. of Lanes 120120021121Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99Percent Heavy Veh, %011311226110Cap, veh/h 139 656 85 295 504 196 36 2115 895 114 2547 1119Arrive On Green 0.21 0.21 0.21 0.21 0.21 0.21 1.00 1.00 1.00 0.13 1.00 1.00Sat Flow, veh/h 919 3162 409 1227 2430 945 0 3472 1469 1792 3574 1570Grp Volume(v), veh/h 47 54 57 148 249 230 745 645 84 90 1156 79Grp Sat Flow(s),veh/h/ln 919 1791 1781 1227 1787 1587 1862 1610 1469 1792 1787 1570Q Serve(g_s), s 5.0 2.5 2.6 11.2 12.8 13.4 0.0 0.0 0.0 4.9 0.0 0.0Cycle Q Clear(g_c), s 18.4 2.5 2.6 13.8 12.8 13.4 0.0 0.0 0.0 4.9 0.0 0.0Prop In Lane 1.00 0.23 1.00 0.60 0.00 1.00 1.00 1.00Lane Grp Cap(c), veh/h 139 371 369 295 371 329 1170 981 895 114 2547 1119V/C Ratio(X) 0.34 0.15 0.15 0.50 0.67 0.70 0.64 0.66 0.09 0.79 0.45 0.07Avail Cap(c_a), veh/h 141 376 374 298 375 333 1170 981 895 179 2548 1119HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.71 0.71 0.71 0.70 0.70 0.70Uniform Delay (d), s/veh45.3 32.4 32.4 38.4 36.5 36.7 0.0 0.0 0.0 43.0 0.0 0.0Incr Delay (d2), s/veh 1.4 0.2 0.2 1.3 4.5 6.3 1.9 2.4 0.1 8.4 0.4 0.1Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.7 0.0 0.0 0.4 0.5 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln1.3 1.2 1.3 4.2 6.8 6.5 1.4 0.8 0.0 2.7 0.1 0.0LnGrp Delay(d),s/veh 46.7 32.6 32.6 40.4 41.0 43.0 2.3 3.0 0.1 51.4 0.4 0.1LnGrp LOS DCCDDDAAADAAApproach Vol, veh/h 15862714741325Approach Delay, s/veh 36.841.62.53.9Approach LOSDDAATimer12345678Assigned Phs12468Phs Duration (G+Y+Rc), s10.4 64.9 24.7 75.3 24.7Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s10.0 57.0 21.0 71.0 21.0Max Q Clear Time (g_c+I1), s6.9 2.0 20.4 2.0 15.8Green Ext Time (p_c), s 0.0 35.6 0.3 40.7 2.1Intersection SummaryHCM 2010 Ctrl Delay11.3HCM 2010 LOSBNotes
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