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HCM 6th Signalized Intersection Summary 7: Main St & Santiago Park/Walkie Way 09/03/2019 The Addington 09/03/2019 Year 2040 Conditions - PM Peak hour Synchro 10 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 9 0 24 0 0 0 28 1731 0 1 1781 2 Future Volume (veh/h) 9 0 24 0 0 0 28 1731 0 1 1781 2 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 9 0 25 0 0 0 29 1822 0 1 1875 2 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 22222222222 Cap, veh/h 676 0 548 0 647 0 37 2695 0 2 2678 3 Arrive On Green 0.35 0.00 0.35 0.00 0.00 0.00 0.02 0.53 0.00 0.00 0.51 0.51 Sat Flow, veh/h 1781 0 1585 0 1870 0 1781 5274 0 1781 5268 6 Grp Volume(v), veh/h 9 0 25 0 0 0 29 1822 0 1 1212 665 Grp Sat Flow(s),veh/h/ln1781 0 1585 0 1870 0 1781 1702 0 1781 1702 1869 Q Serve(g_s), s 0.4 0.0 1.3 0.0 0.0 0.0 1.9 31.4 0.0 0.1 32.6 32.6 Cycle Q Clear(g_c), s 0.4 0.0 1.3 0.0 0.0 0.0 1.9 31.4 0.0 0.1 32.6 32.6 Prop In Lane 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 Lane Grp Cap(c), veh/h 676 0 548 0 647 0 37 2695 0 2 1730 950 V/C Ratio(X) 0.01 0.00 0.05 0.00 0.00 0.00 0.79 0.68 0.00 0.51 0.70 0.70 Avail Cap(c_a), veh/h 676 0 548 0 647 0 193 2695 0 193 1730 950 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.41 0.41 0.41 Uniform Delay (d), s/veh25.8 0.0 26.1 0.0 0.0 0.0 58.5 20.8 0.0 59.9 22.5 22.5 Incr Delay (d2), s/veh 0.0 0.0 0.2 0.0 0.0 0.0 29.9 1.4 0.0 66.4 1.0 1.8 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 %ile BackOfQ(50%),veh/ln0.2 0.0 0.5 0.0 0.0 0.0 1.2 12.5 0.0 0.1 12.9 14.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 25.8 0.0 26.2 0.0 0.0 0.0 88.4 22.2 0.0 126.3 23.5 24.3 LnGrp LOS C A C A A A F C A F C C Approach Vol, veh/h 34 0 1851 1878 Approach Delay, s/veh 26.1 0.0 23.2 23.8 Approach LOS C C C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 46.5 7.5 66.0 46.5 5.1 68.3 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 31.0 13.0 61.0 31.0 13.0 61.0 Max Q Clear Time (g_c+I1), s 3.3 3.9 34.6 0.0 2.1 33.4 Green Ext Time (p_c), s 0.1 0.0 16.3 0.0 0.0 16.9 Intersection Summary HCM 6th Ctrl Delay 23.6 HCM 6th LOS C 2-377