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HCM 6th Signalized Intersection Summary <br />7: Main St & Santiago Park/Walkie Way 09/03/2019 <br />The Addington 09/03/2019 Existing Conditions - AM Peak hour Synchro 10 Report <br />Page 4 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (veh/h) 2 01000191249 0 1 1351 11 <br />Future Volume (veh/h) 2 01000191249 0 1 1351 11 <br />Initial Q (Qb), veh 0 00000000000 <br />Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Work Zone On Approach No No No No <br />Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 <br />Adj Flow Rate, veh/h 2 01000211373 0 1 1485 12 <br />Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 <br />Percent Heavy Veh, % 2 22222222222 <br />Cap, veh/h 683 0 555 0 654 0 30 2676 0 2 2656 21 <br />Arrive On Green 0.35 0.00 0.35 0.00 0.00 0.00 0.03 1.00 0.00 0.00 0.51 0.51 <br />Sat Flow, veh/h 1781 0 1585 0 1870 0 1781 5274 0 1781 5225 42 <br />Grp Volume(v), veh/h 2 01000211373 0 1 968 529 <br />Grp Sat Flow(s),veh/h/ln1781 0 1585 0 1870 0 1781 1702 0 1781 1702 1863 <br />Q Serve(g_s), s 0.1 0.0 0.0 0.0 0.0 0.0 1.4 0.0 0.0 0.1 23.4 23.4 <br />Cycle Q Clear(g_c), s 0.1 0.0 0.0 0.0 0.0 0.0 1.4 0.0 0.0 0.1 23.4 23.4 <br />Prop In Lane 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.02 <br />Lane Grp Cap(c), veh/h 683 0 555 0 654 0 30 2676 0 2 1730 947 <br />V/C Ratio(X) 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.51 0.00 0.51 0.56 0.56 <br />Avail Cap(c_a), veh/h 683 0 555 0 654 0 193 2676 0 193 1730 947 <br />HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 <br />Upstream Filter(I) 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.68 0.68 0.68 <br />Uniform Delay (d), s/veh25.4 0.0 25.4 0.0 0.0 0.0 57.7 0.0 0.0 59.9 20.3 20.3 <br />Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 10.6 0.7 0.0 44.3 0.9 1.6 <br />Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />%ile BackOfQ(50%),veh/ln0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.2 0.0 0.1 9.3 10.4 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 25.4 0.0 25.4 0.0 0.0 0.0 68.3 0.7 0.0 104.2 21.2 21.9 <br />LnGrp LOS C A C AAAEAAFCC <br />Approach Vol, veh/h 3 0 1394 1498 <br />Approach Delay, s/veh 25.4 0.0 1.7 21.5 <br />Approach LOS C A C <br />Timer - Assigned Phs 2 3 4 6 7 8 <br />Phs Duration (G+Y+Rc), s 47.0 7.0 66.0 47.0 5.1 67.9 <br />Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 <br />Max Green Setting (Gmax), s 31.0 13.0 61.0 31.0 13.0 61.0 <br />Max Q Clear Time (g_c+I1), s 2.1 3.4 25.4 0.0 2.1 2.0 <br />Green Ext Time (p_c), s 0.0 0.0 8.8 0.0 0.0 9.0 <br />Intersection Summary <br />HCM 6th Ctrl Delay 12.0 <br />HCM 6th LOS B <br />2-297