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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 Existing With Option E Main St./Walkie Way and Surface Parking - PM 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) 8 0 21 29 0 19 29 1227 45 31 1534 2 <br />Future Volume (veh/h) 8 0 21 29 0 19 29 1227 45 31 1534 2 <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 9 0 23 31 0 20 31 1319 48 33 1649 2 <br />Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 <br />Percent Heavy Veh, % 2 22222222222 <br />Cap, veh/h 387 0 345 50 0 45 39 2918 106 42 3047 4 <br />Arrive On Green 0.22 0.00 0.22 0.03 0.00 0.03 0.02 0.58 0.58 0.02 0.58 0.58 <br />Sat Flow, veh/h 1781 0 1585 1781 0 1585 1781 5057 184 1781 5267 6 <br />Grp Volume(v), veh/h 9 0 23 31 0 20 31 888 479 33 1066 585 <br />Grp Sat Flow(s),veh/h/ln1781 0 1585 1781 0 1585 1781 1702 1837 1781 1702 1869 <br />Q Serve(g_s), s 0.5 0.0 1.5 2.2 0.0 1.6 2.3 19.4 19.4 2.4 25.0 25.0 <br />Cycle Q Clear(g_c), s 0.5 0.0 1.5 2.2 0.0 1.6 2.3 19.4 19.4 2.4 25.0 25.0 <br />Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.10 1.00 0.00 <br />Lane Grp Cap(c), veh/h 387 0 345 50 0 45 39 1964 1060 42 1969 1081 <br />V/C Ratio(X) 0.02 0.00 0.07 0.62 0.00 0.45 0.79 0.45 0.45 0.79 0.54 0.54 <br />Avail Cap(c_a), veh/h 387 0 345 343 0 305 96 1964 1060 82 1969 1081 <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 0.64 0.64 0.64 <br />Uniform Delay (d), s/veh40.0 0.0 40.4 62.5 0.0 62.2 63.3 15.7 15.7 63.1 16.8 16.8 <br />Incr Delay (d2), s/veh 0.1 0.0 0.4 11.6 0.0 6.8 28.4 0.8 1.4 18.3 0.7 1.2 <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/ln0.2 0.0 0.6 1.2 0.0 0.7 1.3 7.5 8.3 1.3 9.6 10.7 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 40.1 0.0 40.8 74.1 0.0 69.0 91.7 16.5 17.1 81.4 17.5 18.1 <br />LnGrp LOS D A D E A E F B B F B B <br />Approach Vol, veh/h 32 51 1398 1684 <br />Approach Delay, s/veh 40.6 72.1 18.4 19.0 <br />Approach LOS D E B B <br />Timer - Assigned Phs 2 3 4 6 7 8 <br />Phs Duration (G+Y+Rc), s 33.3 7.9 80.2 8.7 8.1 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 3.5 4.3 27.0 4.2 4.4 21.4 <br />Green Ext Time (p_c), s 0.0 0.0 16.9 0.1 0.0 12.9 <br />Intersection Summary <br />HCM 6th Ctrl Delay 19.8 <br />HCM 6th LOS B <br />2-324