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HCM 2010 Signalized Intersection Summary2: El Camino Real & Brewster Ave9/15/2017El Camino Real Corridor PlanSynchro 9 ReportAM Peak Hour Existing Conditions Preferred Alternative W-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 0.93 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 1800 1900 1863 1834 1900Adj Flow Rate, veh/h 91 349 9 67 194 30 1 1046 123 117 1028 89Adj No. of Lanes 120120020120Peak 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, %011922666244Cap, veh/h 232 685 18 175 590 89 39 1802 209 150 2337 202Arrive On Green 0.19 0.19 0.19 0.19 0.19 0.19 1.00 1.00 1.00 0.16 1.00 1.00Sat Flow, veh/h 1139 3554 91 937 3061 463 0 3012 354 1774 3236 280Grp Volume(v), veh/h 91 175 183 67 111 113 625 0 545 117 553 564Grp Sat Flow(s),veh/h/ln1139 1788 1858 937 1775 1749 1800 0 1566 1774 1742 1774Q Serve(g_s), s 7.0 8.2 8.3 6.5 5.0 5.3 0.0 0.0 0.0 6.0 0.0 0.0Cycle Q Clear(g_c), s 12.3 8.2 8.3 14.8 5.0 5.3 0.0 0.0 0.0 6.0 0.0 0.0Prop In Lane 1.00 0.05 1.00 0.26 0.00 0.23 1.00 0.16Lane Grp Cap(c), veh/h 232 345 358 175 342 337 1113 0 936 150 1258 1281V/C Ratio(X) 0.39 0.51 0.51 0.38 0.32 0.34 0.56 0.00 0.58 0.78 0.44 0.44Avail Cap(c_a), veh/h 255 380 395 193 378 372 1114 0 937 208 1258 1281HCM 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 0.77 0.00 0.77 0.70 0.70 0.70Uniform Delay (d), s/veh38.1 34.0 34.0 40.6 32.7 32.7 0.0 0.0 0.0 38.4 0.0 0.0Incr Delay (d2), s/veh 1.1 1.2 1.1 1.4 0.5 0.6 1.6 0.0 2.0 8.6 0.8 0.8Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.8 0.0 0.0%ile BackOfQ(50%),veh/ln2.3 4.2 4.4 1.7 2.5 2.6 0.5 0.0 0.5 3.7 0.3 0.3LnGrp Delay(d),s/veh 39.1 35.1 35.1 42.0 33.2 33.3 1.6 0.0 2.1 52.7 0.8 0.8LnGrp LOS DDDDCCA ADAAApproach Vol, veh/h 44929111701234Approach Delay, s/veh 35.935.31.85.7Approach LOSDDAATimer12345678Assigned Phs12468Phs Duration (G+Y+Rc), s11.7 60.2 22.1 71.9 22.1Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s11.0 51.0 20.0 66.0 20.0Max Q Clear Time (g_c+I1), s8.0 2.0 14.3 2.0 16.8Green Ext Time (p_c), s 0.1 26.1 2.1 29.4 1.4Intersection SummaryHCM 2010 Ctrl Delay11.3HCM 2010 LOSBNotesHCM 2010 Signalized Intersection Summary2: El Camino Real & Brewster Ave9/15/2017El Camino Real Corridor PlanSynchro 9 ReportPM Peak Hour Existing Conditions Preferred Alternative W-TransMovementEBL 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 1858 1900 1881 1883 1900Adj Flow Rate, veh/h 47 98 13 148 342 137 1 1389 84 90 1156 79Adj No. of Lanes 120120020120Peak 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, %011311222111Cap, veh/h 143 663 86 299 509 198 37 2003 116 114 2403 164Arrive 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 918 3163 409 1227 2431 945 0 3305 199 1792 3391 232Grp Volume(v), veh/h 47 54 57 148 249 230 779 0 695 90 609 626Grp Sat Flow(s),veh/h/ln 918 1791 1781 1227 1787 1588 1857 0 1647 1792 1788 1834Q Serve(g_s), s 4.9 2.4 2.5 11.0 12.5 13.1 0.0 0.0 0.0 4.8 0.0 0.0Cycle Q Clear(g_c), s 18.0 2.4 2.5 13.5 12.5 13.1 0.0 0.0 0.0 4.8 0.0 0.0Prop In Lane 1.00 0.23 1.00 0.59 0.00 0.12 1.00 0.13Lane Grp Cap(c), veh/h 143 375 373 299 375 333 1160 0 997 114 1268 1300V/C Ratio(X) 0.33 0.15 0.15 0.50 0.66 0.69 0.67 0.00 0.70 0.79 0.48 0.48Avail Cap(c_a), veh/h 147 384 382 305 383 340 1160 0 996 165 1268 1300HCM 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 0.58 0.00 0.58 0.71 0.71 0.71Uniform Delay (d), s/veh44.1 31.6 31.6 37.4 35.6 35.8 0.1 0.0 0.0 42.1 0.0 0.0Incr Delay (d2), s/veh 1.3 0.2 0.2 1.3 4.2 5.7 1.8 0.0 2.4 11.0 0.9 0.9Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.6 0.0 0.0 0.4 0.0 0.6 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln1.3 1.2 1.3 4.1 6.6 6.3 1.5 0.0 0.8 2.7 0.3 0.3LnGrp Delay(d),s/veh 45.5 31.8 31.8 39.3 39.7 41.5 2.3 0.0 3.0 53.1 0.9 0.9LnGrp LOS DCCDDDA ADAAApproach Vol, veh/h 15862714741325Approach Delay, s/veh 35.840.32.64.5Approach LOSDDAATimer12345678Assigned Phs12468Phs Duration (G+Y+Rc), s10.2 63.3 24.5 73.5 24.5Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s9.0 56.0 21.0 69.0 21.0Max Q Clear Time (g_c+I1), s6.8 2.0 20.0 2.0 15.5Green Ext Time (p_c), s 0.0 35.7 0.5 40.7 2.2Intersection SummaryHCM 2010 Ctrl Delay11.4HCM 2010 LOSBNotes
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