10-28-19_AGENDA PACKET - Laserfiche WebLink

Home Browse Search

HCM 6th Signalized Intersection Summary 15: Lawson Way/SR-22 EB Ramps & Town and Country Road 10/06/2019 The Addington 09/12/2019 Year 2040 With Option E Main St/Walkie Way and Surface Parking - AM Peak hour Synchro 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 360 147 196 104 134 139 100 193 33 344 341 678 Future Volume (veh/h) 360 147 196 104 134 139 100 193 33 344 341 678 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 379 155 206 109 141 146 105 203 35 362 625 536 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, %222222222222 Cap, veh/h 365 186 247 129 790 352 356 608 103 485 509 431 Arrive On Green 0.11 0.26 0.26 0.07 0.22 0.22 0.20 0.20 0.20 0.27 0.27 0.27 Sat Flow, veh/h 3456 728 968 1781 3554 1585 1781 3039 515 1781 1870 1585 Grp Volume(v), veh/h 379 0 361 109 141 146 105 117 121 362 625 536 Grp Sat Flow(s),veh/h/ln 1728 0 1696 1781 1777 1585 1781 1777 1778 1781 1870 1585 Q Serve(g_s), s 9.5 0.0 18.1 5.4 2.9 7.1 4.5 5.1 5.2 16.7 24.5 24.5 Cycle Q Clear(g_c), s 9.5 0.0 18.1 5.4 2.9 7.1 4.5 5.1 5.2 16.7 24.5 24.5 Prop In Lane 1.00 0.57 1.00 1.00 1.00 0.29 1.00 1.00 Lane Grp Cap(c), veh/h 365 0 433 129 790 352 356 355 356 485 509 431 V/C Ratio(X) 1.04 0.00 0.83 0.85 0.18 0.41 0.29 0.33 0.34 0.75 1.23 1.24 Avail Cap(c_a), veh/h 365 0 433 129 790 352 356 355 356 485 509 431 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.3 0.0 31.7 41.3 28.3 30.0 30.6 30.8 30.9 29.9 32.8 32.8 Incr Delay (d2), s/veh 57.6 0.0 16.9 38.0 0.5 3.6 2.1 2.5 2.6 10.0 118.8 127.3 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 6.9 0.0 9.2 3.7 1.3 3.0 2.1 2.4 2.5 8.3 27.5 24.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 97.9 0.0 48.6 79.3 28.8 33.6 32.7 33.3 33.5 40.0 151.6 160.1 LnGrp LOS F A D E CCCCCDFF Approach Vol, veh/h 740 396 343 1523 Approach Delay, s/veh 73.8 44.5 33.2 128.0 Approach LOS E D C F Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 11.0 27.5 29.0 14.0 24.5 22.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.5 23.0 24.5 9.5 20.0 18.0 Max Q Clear Time (g_c+I1), s 7.4 20.1 26.5 11.5 9.1 7.2 Green Ext Time (p_c), s 0.0 0.6 0.0 0.0 1.0 1.2 Intersection Summary HCM 6th Ctrl Delay 92.8 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. 2-390