2 - EIR18-01; DA18-01; GPA18-06; AA18-10_2525 N MAIN STREET

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HCM 6th Signalized Intersection Summary 7: Main St & Walkie Way/Project Driveway 09/13/2019 The Addington 09/12/2019 Existing With Option E Main/Walkie Way and Surface Parking - AM Peak hour Synchro 10 Report Page 3 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 19 1249 16 11 1351 11 Future Volume (veh/h) 2 0 1 44 0 30 19 1249 16 11 1351 11 Initial Q (Qb), veh 000000000000 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 48 0 33 21 1373 18 12 1485 12 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 Percent Heavy Veh, %222222222222 Cap, veh/h 387 0 344 74 0 66 29 2997 39 19 2985 24 Arrive On Green 0.22 0.00 0.22 0.04 0.00 0.04 0.02 0.58 0.58 0.01 0.57 0.57 Sat Flow, veh/h 1781 0 1585 1781 0 1585 1781 5194 68 1781 5225 42 Grp Volume(v), veh/h 2 0 1 48 0 33 21 900 491 12 968 529 Grp Sat Flow(s),veh/h/ln 1781 0 1585 1781 0 1585 1781 1702 1858 1781 1702 1863 Q Serve(g_s), s 0.1 0.0 0.1 3.5 0.0 2.6 1.5 19.8 19.8 0.9 22.1 22.1 Cycle Q Clear(g_c), s 0.1 0.0 0.1 3.5 0.0 2.6 1.5 19.8 19.8 0.9 22.1 22.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.04 1.00 0.02 Lane Grp Cap(c), veh/h 387 0 344 74 0 66 29 1964 1072 19 1945 1064 V/C Ratio(X) 0.01 0.00 0.00 0.65 0.00 0.50 0.72 0.46 0.46 0.62 0.50 0.50 Avail Cap(c_a), veh/h 387 0 344 343 0 305 96 1964 1072 82 1945 1064 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 0.67 0.67 0.67 Uniform Delay (d), s/veh 39.9 0.0 39.9 61.4 0.0 61.0 63.6 15.8 15.8 64.0 16.7 16.7 Incr Delay (d2), s/veh 0.0 0.0 0.0 9.3 0.0 5.9 28.2 0.8 1.4 20.0 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/ln 0.1 0.0 0.0 1.8 0.0 1.2 0.9 7.6 8.5 0.5 8.5 9.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 39.9 0.0 39.9 70.7 0.0 66.9 91.8 16.6 17.2 84.0 17.3 17.8 LnGrp LOS D A D E A E F B B F B B Approach Vol, veh/h 3 81 1412 1509 Approach Delay, s/veh 39.9 69.1 17.9 18.0 Approach LOS D E B B Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 33.2 7.1 79.3 10.4 6.4 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 24.1 5.5 2.9 21.8 Green Ext Time (p_c), s 0.0 0.0 14.6 0.2 0.0 13.2 Intersection Summary HCM 6th Ctrl Delay 19.4 HCM 6th LOS B 2-316