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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 Existing Conditions - PM Peak hour Synchro 10 Report <br />Page 10 <br />Movement EBT EBR WBL WBT NBL NBR <br />Lane Configurations <br />Traffic Volume (veh/h) 625 946 497 440 415 128 <br />Future Volume (veh/h) 625 946 497 440 415 128 <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 658 0 523 463 437 135 <br />Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 <br />Percent Heavy Veh, % 2 22222 <br />Cap, veh/h 1462 570 3383 778 864 <br />Arrive On Green 0.29 0.00 0.32 0.66 0.22 0.22 <br />Sat Flow, veh/h 5274 1585 1781 5274 3456 1585 <br />Grp Volume(v), veh/h 658 0 523 463 437 135 <br />Grp Sat Flow(s),veh/h/ln1702 1585 1781 1702 1728 1585 <br />Q Serve(g_s), s 8.4 0.0 22.6 2.7 9.0 3.4 <br />Cycle Q Clear(g_c), s 8.4 0.0 22.6 2.7 9.0 3.4 <br />Prop In Lane 1.00 1.00 1.00 1.00 <br />Lane Grp Cap(c), veh/h1462 570 3383 778 864 <br />V/C Ratio(X) 0.45 0.92 0.14 0.56 0.16 <br />Avail Cap(c_a), veh/h 1462 679 3383 778 864 <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/veh23.4 0.0 26.2 5.0 27.5 9.1 <br />Incr Delay (d2), s/veh 1.0 0.0 15.8 0.1 2.9 0.4 <br />Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 <br />%ile BackOfQ(50%),veh/ln3.4 0.0 11.6 0.8 3.9 1.2 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 24.4 0.0 42.0 5.1 30.4 9.4 <br />LnGrp LOS C D A C A <br />Approach Vol, veh/h 658 A 986 572 <br />Approach Delay, s/veh 24.4 24.7 25.5 <br />Approach LOS C C C <br />Timer - Assigned Phs 1 2 6 8 <br />Phs Duration (G+Y+Rc), s30.1 27.4 57.5 22.5 <br />Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 <br />Max Green Setting (Gmax), s30.5 18.0 53.0 18.0 <br />Max Q Clear Time (g_c+I1), s24.6 10.4 4.7 11.0 <br />Green Ext Time (p_c), s 1.0 2.6 3.6 1.3 <br />Intersection Summary <br />HCM 6th Ctrl Delay 24.8 <br />HCM 6th LOS C <br />Notes <br />Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. <br />2-311