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HCM 6th Signalized Intersection Summary 7: Main St & Santiago Park/Walkie Way 09/13/2019 The Addington 09/03/2019 Year 2040 With Option E - Main St/Walkie Way and Surface Parking - 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 29 0 19 32 1731 45 31 1781 2 Future Volume (veh/h) 9 0 24 29 0 19 32 1731 45 31 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 31 0 20 34 1822 47 33 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 387 0 345 50 0 45 43 2953 76 42 3035 3 Arrive On Green 0.22 0.00 0.22 0.03 0.00 0.04 0.02 0.58 0.58 0.02 0.58 0.58 Sat Flow, veh/h 1781 0 1585 1781 0 1585 1781 5119 132 1781 5268 6 Grp Volume(v), veh/h 9 0 25 31 0 20 34 1211 658 33 1212 665 Grp Sat Flow(s),veh/h/ln1781 0 1585 1781 0 1585 1781 1702 1847 1781 1702 1869 Q Serve(g_s), s 0.5 0.0 1.6 2.2 0.0 1.6 2.5 30.4 30.4 2.4 30.5 30.5 Cycle Q Clear(g_c), s 0.5 0.0 1.6 2.2 0.0 1.6 2.5 30.4 30.4 2.4 30.5 30.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.07 1.00 0.00 Lane Grp Cap(c), veh/h 387 0 345 50 0 45 43 1964 1065 42 1961 1077 V/C Ratio(X) 0.02 0.00 0.07 0.62 0.00 0.45 0.78 0.62 0.62 0.79 0.62 0.62 Avail Cap(c_a), veh/h 387 0 345 343 0 305 96 1964 1065 82 1961 1077 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 1.00 0.00 1.00 1.00 1.00 1.00 0.44 0.44 0.44 Uniform Delay (d), s/veh40.0 0.0 40.4 62.5 0.0 61.2 63.1 18.1 18.1 63.1 18.1 18.1 Incr Delay (d2), s/veh 0.1 0.0 0.4 11.6 0.0 6.8 25.7 1.5 2.7 13.2 0.7 1.2 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 0.7 1.2 0.0 0.7 1.4 12.0 13.4 1.2 11.9 13.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 40.1 0.0 40.9 74.1 0.0 68.0 88.8 19.5 20.8 76.3 18.8 19.3 LnGrp LOS D A D E A E F B C E B B Approach Vol, veh/h 34 51 1903 1910 Approach Delay, s/veh 40.7 71.7 21.2 20.0 Approach LOS D E C B Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 33.3 8.2 79.9 8.7 8.1 80.0 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 4.0 7.0 73.0 25.0 6.0 75.0 Max Q Clear Time (g_c+I1), s 3.6 4.5 32.5 4.2 4.4 32.4 Green Ext Time (p_c), s 0.0 0.0 20.7 0.1 0.0 21.2 Intersection Summary HCM 6th Ctrl Delay 21.4 HCM 6th LOS C 2-393