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HCM 6th Signalized Intersection Summary <br />14: SR-22 WB Ramps & La Veta Avenue 09/03/2019 <br />The Addington 09/03/2019 OY Cumulative - AM Peak Hour Synchro 10 Report <br />Page 10 <br />Movement EBT EBR WBL WBT NBL NBR <br />Lane Configurations <br />Traffic Volume (veh/h) 362 293 416 480 922 475 <br />Future Volume (veh/h) 362 293 416 480 922 475 <br />Initial Q (Qb), veh 0 00000 <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 402 0 462 533 1024 528 <br />Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 <br />Percent Heavy Veh, % 2 22222 <br />Cap, veh/h 1195 496 2904 1102 947 <br />Arrive On Green 0.23 0.00 0.28 0.57 0.32 0.32 <br />Sat Flow, veh/h 5274 1585 1781 5274 3456 1585 <br />Grp Volume(v), veh/h 402 0 462 533 1024 528 <br />Grp Sat Flow(s),veh/h/ln1702 1585 1781 1702 1728 1585 <br />Q Serve(g_s), s 5.2 0.0 20.2 4.0 23.0 16.1 <br />Cycle Q Clear(g_c), s 5.2 0.0 20.2 4.0 23.0 16.1 <br />Prop In Lane 1.00 1.00 1.00 1.00 <br />Lane Grp Cap(c), veh/h1195 496 2904 1102 947 <br />V/C Ratio(X) 0.34 0.93 0.18 0.93 0.56 <br />Avail Cap(c_a), veh/h 1195 501 2904 1102 947 <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/veh25.5 0.0 28.1 8.3 26.4 9.7 <br />Incr Delay (d2), s/veh 0.8 0.0 24.3 0.1 14.7 2.4 <br />Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 <br />%ile BackOfQ(50%),veh/ln2.1 0.0 11.5 1.4 11.2 5.4 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 26.2 0.0 52.4 8.4 41.1 12.1 <br />LnGrp LOS C D A D B <br />Approach Vol, veh/h 402 A 995 1552 <br />Approach Delay, s/veh 26.2 28.9 31.2 <br />Approach LOS C C C <br />Timer - Assigned Phs 1 2 6 8 <br />Phs Duration (G+Y+Rc), s26.8 23.2 50.0 30.0 <br />Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 <br />Max Green Setting (Gmax), s22.5 18.5 45.5 25.5 <br />Max Q Clear Time (g_c+I1), s22.2 7.2 6.0 25.0 <br />Green Ext Time (p_c), s 0.1 2.0 4.1 0.4 <br />Intersection Summary <br />HCM 6th Ctrl Delay 29.8 <br />HCM 6th LOS C <br />Notes <br />Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. <br />2-338