Laserfiche WebLink
HCM 6th Signalized Intersection Summary <br />14: SR-22 WB Ramps & La Veta Avenue 10/06/2019 <br />The Addington 09/03/2019 Year 2040 Conditions - 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) 416 308 437 520 968 527 <br />Future Volume (veh/h) 416 308 437 520 968 527 <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 438 0 460 547 1019 555 <br />Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 <br />Percent Heavy Veh, %222222 <br />Cap, veh/h 1245 479 2904 1102 931 <br />Arrive On Green 0.24 0.00 0.27 0.57 0.32 0.32 <br />Sat Flow, veh/h 5274 1585 1781 5274 3456 1585 <br />Grp Volume(v), veh/h 438 0 460 547 1019 555 <br />Grp Sat Flow(s),veh/h/ln 1702 1585 1781 1702 1728 1585 <br />Q Serve(g_s), s 5.7 0.0 20.4 4.1 22.8 0.0 <br />Cycle Q Clear(g_c), s 5.7 0.0 20.4 4.1 22.8 0.0 <br />Prop In Lane 1.00 1.00 1.00 1.00 <br />Lane Grp Cap(c), veh/h 1245 479 2904 1102 931 <br />V/C Ratio(X)0.35 0.96 0.19 0.93 0.60 <br />Avail Cap(c_a), veh/h 1245 479 2904 1102 931 <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 25.0 0.0 28.8 8.3 26.3 10.5 <br />Incr Delay (d2), s/veh 0.8 0.0 31.2 0.1 14.2 2.8 <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 2.3 0.0 12.4 1.4 11.0 6.1 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 25.8 0.0 60.1 8.5 40.5 13.3 <br />LnGrp LOS C E A D B <br />Approach Vol, veh/h 438 A 1007 1574 <br />Approach Delay, s/veh 25.8 32.0 30.9 <br />Approach LOS C C C <br />Timer - Assigned Phs 1 2 6 8 <br />Phs Duration (G+Y+Rc), s 26.0 24.0 50.0 30.0 <br />Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 <br />Max Green Setting (Gmax), s 21.5 19.5 45.5 25.5 <br />Max Q Clear Time (g_c+I1), s 22.4 7.7 6.1 24.8 <br />Green Ext Time (p_c), s 0.0 2.3 4.3 0.5 <br />Intersection Summary <br />HCM 6th Ctrl Delay 30.6 <br />HCM 6th LOS C <br />Notes <br />Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. <br />2-372