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HCM 6th Signalized Intersection Summary 7: Main St & Walkie Way/Project Driveway 09/13/2019 The Addington 09/12/2019 Year 2040 With Option E Main St/Walkie Way and Surface Parking - AM 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) 2 0 1 44 0 30 21 1482 16 11 1729 12 Future Volume (veh/h) 2 0 1 44 0 30 21 1482 16 11 1729 12 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 2 0 1 46 0 32 22 1560 17 12 1820 13 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 340 0 302 71 0 63 96 3004 33 69 2937 21 Arrive On Green 0.19 0.00 0.19 0.04 0.00 0.06 0.05 0.58 0.58 0.04 0.56 0.56 Sat Flow, veh/h 1781 0 1585 1781 0 1585 1781 5207 57 1781 5230 37 Grp Volume(v), veh/h 2 0 1 46 0 32 22 1020 557 12 1184 649 Grp Sat Flow(s),veh/h/ln1781 0 1585 1781 0 1585 1781 1702 1860 1781 1702 1864 Q Serve(g_s), s 0.1 0.0 0.1 3.3 0.0 2.6 1.5 23.5 23.5 0.8 30.4 30.4 Cycle Q Clear(g_c), s 0.1 0.0 0.1 3.3 0.0 2.6 1.5 23.5 23.5 0.8 30.4 30.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.03 1.00 0.02 Lane Grp Cap(c), veh/h 340 0 302 71 0 63 96 1964 1073 69 1912 1047 V/C Ratio(X) 0.01 0.00 0.00 0.65 0.00 0.50 0.23 0.52 0.52 0.18 0.62 0.62 Avail Cap(c_a), veh/h 340 0 302 343 0 305 96 1964 1073 82 1912 1047 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 0.41 0.41 0.41 Uniform Delay (d), s/veh42.6 0.0 42.6 61.5 0.0 60.1 58.9 16.6 16.6 60.5 19.2 19.2 Incr Delay (d2), s/veh 0.0 0.0 0.0 9.4 0.0 6.1 5.5 1.0 1.8 0.5 0.6 1.1 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/ln0.1 0.0 0.0 1.7 0.0 1.1 0.8 9.1 10.2 0.4 11.7 13.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 42.6 0.0 42.6 70.9 0.0 66.2 64.4 17.6 18.4 61.0 19.8 20.3 LnGrp LOS D A D EAEEBBEBC Approach Vol, veh/h 3 78 1599 1845 Approach Delay, s/veh 42.6 69.0 18.5 20.2 Approach LOS D E B C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 29.8 12.0 78.0 10.2 10.0 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 2.1 3.5 32.4 5.3 2.8 25.5 Green Ext Time (p_c), s 0.0 0.0 19.1 0.2 0.0 16.0 Intersection Summary HCM 6th Ctrl Delay 20.6 HCM 6th LOS C 2-385