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HCM 6th Signalized Intersection Summary <br />7: Main St & Walkie Way/Project Driveway 09/13/2019 <br />The Addington 09/12/2019 OY Cumulative With Option E Main St/Walkie Way and Surface Parking - 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 0 1 44 0 30 19 1260 16 11 1595 11 <br />Future Volume (veh/h) 2 0 1 44 0 30 19 1260 16 11 1595 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 0 1 48 0 33 21 1385 18 12 1753 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 378 0 337 74 0 66 55 2997 39 27 2938 20 <br />Arrive On Green 0.21 0.00 0.21 0.04 0.00 0.04 0.03 0.58 0.58 0.02 0.56 0.56 <br />Sat Flow, veh/h 1781 0 1585 1781 0 1585 1781 5195 68 1781 5232 36 <br />Grp Volume(v), veh/h 2 0 1 48 0 33 21 908 495 12 1140 625 <br />Grp Sat Flow(s),veh/h/ln1781 0 1585 1781 0 1585 1781 1702 1858 1781 1702 1864 <br />Q Serve(g_s), s 0.1 0.0 0.1 3.5 0.0 2.6 1.5 20.0 20.0 0.9 28.7 28.7 <br />Cycle Q Clear(g_c), s 0.1 0.0 0.1 3.5 0.0 2.6 1.5 20.0 20.0 0.9 28.7 28.7 <br />Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.04 1.00 0.02 <br />Lane Grp Cap(c), veh/h 378 0 337 74 0 66 55 1964 1072 27 1912 1047 <br />V/C Ratio(X) 0.01 0.00 0.00 0.65 0.00 0.50 0.38 0.46 0.46 0.44 0.60 0.60 <br />Avail Cap(c_a), veh/h 378 0 337 343 0 305 96 1964 1072 82 1912 1047 <br />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 <br />Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.45 0.45 0.45 <br />Uniform Delay (d), s/veh40.4 0.0 40.3 61.4 0.0 61.0 61.8 15.9 15.9 63.4 18.8 18.8 <br />Incr Delay (d2), s/veh 0.0 0.0 0.0 9.3 0.0 5.9 4.3 0.8 1.4 4.9 0.6 1.1 <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/ln0.1 0.0 0.0 1.8 0.0 1.2 0.7 7.7 8.6 0.4 11.1 12.3 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 40.4 0.0 40.4 70.7 0.0 66.9 66.1 16.6 17.3 68.3 19.4 19.9 <br />LnGrp LOS D A D EAEEBBEBB <br />Approach Vol, veh/h 3 81 1424 1777 <br />Approach Delay, s/veh 40.4 69.1 17.6 19.9 <br />Approach LOS D E B B <br />Timer - Assigned Phs 2 3 4 6 7 8 <br />Phs Duration (G+Y+Rc), s 32.6 9.0 78.0 10.4 7.0 80.0 <br />Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 <br />Max Green Setting (Gmax), s 4.0 7.0 73.0 25.0 6.0 75.0 <br />Max Q Clear Time (g_c+I1), s 2.1 3.5 30.7 5.5 2.9 22.0 <br />Green Ext Time (p_c), s 0.0 0.0 18.3 0.2 0.0 13.4 <br />Intersection Summary <br />HCM 6th Ctrl Delay 20.2 <br />HCM 6th LOS C <br />2-351