Laserfiche WebLink
HCM 6th Signalized Intersection Summary <br />14: SR-22 WB Ramps & La Veta Avenue 10/06/2019 <br />The Addington 09/12/2019 Existing With Option E Main/Walkie Way and Surface Parking - AM Peak hour Synchro 10 Report <br />Page 1 <br />Movement EBT EBR WBL WBT NBL NBR <br />Lane Configurations <br />Traffic Volume (veh/h) 335 239 266 455 902 479 <br />Future Volume (veh/h) 335 239 266 455 902 479 <br />Initial Q (Qb), veh 000000 <br />Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 <br />Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 <br />Work Zone On Approach No No No <br />Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 <br />Adj Flow Rate, veh/h 372 0 296 506 1002 532 <br />Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 <br />Percent Heavy Veh, %222222 <br />Cap, veh/h 1455 339 2713 1231 866 <br />Arrive On Green 0.28 0.00 0.19 0.53 0.36 0.36 <br />Sat Flow, veh/h 5274 1585 1781 5274 3456 1585 <br />Grp Volume(v), veh/h 372 0 296 506 1002 532 <br />Grp Sat Flow(s),veh/h/ln 1702 1585 1781 1702 1728 1585 <br />Q Serve(g_s), s 4.5 0.0 12.9 4.1 21.0 18.3 <br />Cycle Q Clear(g_c), s 4.5 0.0 12.9 4.1 21.0 18.3 <br />Prop In Lane 1.00 1.00 1.00 1.00 <br />Lane Grp Cap(c), veh/h 1455 339 2713 1231 866 <br />V/C Ratio(X)0.26 0.87 0.19 0.81 0.61 <br />Avail Cap(c_a), veh/h 1455 412 2713 1231 866 <br />HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 <br />Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 <br />Uniform Delay (d), s/veh 22.1 0.0 31.5 9.8 23.3 12.4 <br />Incr Delay (d2), s/veh 0.4 0.0 16.1 0.2 6.0 3.2 <br />Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 <br />%ile BackOfQ(50%),veh/ln 1.8 0.0 6.9 1.4 9.1 6.5 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 22.5 0.0 47.5 9.9 29.3 15.6 <br />LnGrp LOS C D A C B <br />Approach Vol, veh/h 372 A 802 1534 <br />Approach Delay, s/veh 22.5 23.8 24.6 <br />Approach LOS C C C <br />Timer - Assigned Phs 1 2 6 8 <br />Phs Duration (G+Y+Rc), s 19.7 27.3 47.0 33.0 <br />Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 <br />Max Green Setting (Gmax), s 18.5 19.5 42.5 28.5 <br />Max Q Clear Time (g_c+I1), s 14.9 6.5 6.1 23.0 <br />Green Ext Time (p_c), s 0.3 2.0 3.9 3.1 <br />Intersection Summary <br />HCM 6th Ctrl Delay 24.1 <br />HCM 6th LOS C <br />Notes <br />Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. <br />2-320