Laserfiche WebLink
HCM 6th Signalized Intersection Summary <br />7: Main St & Santiago Park/Walkie Way 09/03/2019 <br />The Addington 09/03/2019 Existing Conditions - PM Peak hour Synchro 10 Report <br />Page 4 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (veh/h) 8 0 21 0 0 0 25 1227 0 1 1534 2 <br />Future Volume (veh/h) 8 0 21 0 0 0 25 1227 0 1 1534 2 <br />Initial Q (Qb), veh 0 00000000000 <br />Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />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 <br />Work Zone On Approach No No No No <br />Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 <br />Adj Flow Rate, veh/h 9 0 23 0 0 0 27 1319 0 1 1649 2 <br />Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 <br />Percent Heavy Veh, % 2 22222222222 <br />Cap, veh/h 678 0 550 0 649 0 35 2691 0 2 2677 3 <br />Arrive On Green 0.35 0.00 0.35 0.00 0.00 0.00 0.04 1.00 0.00 0.00 0.51 0.51 <br />Sat Flow, veh/h 1781 0 1585 0 1870 0 1781 5274 0 1781 5267 6 <br />Grp Volume(v), veh/h 9 0 23 0 0 0 27 1319 0 1 1066 585 <br />Grp Sat Flow(s),veh/h/ln1781 0 1585 0 1870 0 1781 1702 0 1781 1702 1869 <br />Q Serve(g_s), s 0.4 0.0 1.2 0.0 0.0 0.0 1.8 0.0 0.0 0.1 26.9 26.9 <br />Cycle Q Clear(g_c), s 0.4 0.0 1.2 0.0 0.0 0.0 1.8 0.0 0.0 0.1 26.9 26.9 <br />Prop In Lane 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 <br />Lane Grp Cap(c), veh/h 678 0 550 0 649 0 35 2691 0 2 1730 950 <br />V/C Ratio(X) 0.01 0.00 0.04 0.00 0.00 0.00 0.77 0.49 0.00 0.51 0.62 0.62 <br />Avail Cap(c_a), veh/h 678 0 550 0 649 0 193 2691 0 193 1730 950 <br />HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 <br />Upstream Filter(I) 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.66 0.66 0.66 <br />Uniform Delay (d), s/veh25.7 0.0 26.0 0.0 0.0 0.0 57.4 0.0 0.0 59.9 21.1 21.1 <br />Incr Delay (d2), s/veh 0.0 0.0 0.1 0.0 0.0 0.0 28.5 0.6 0.0 96.6 1.1 2.0 <br />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 <br />%ile BackOfQ(50%),veh/ln0.2 0.0 0.5 0.0 0.0 0.0 1.1 0.2 0.0 0.1 10.7 12.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 25.8 0.0 26.1 0.0 0.0 0.0 85.8 0.6 0.0 156.5 22.2 23.1 <br />LnGrp LOS C A C A A A F A A F C C <br />Approach Vol, veh/h 32 0 1346 1652 <br />Approach Delay, s/veh 26.0 0.0 2.4 22.6 <br />Approach LOS C A C <br />Timer - Assigned Phs 2 3 4 6 7 8 <br />Phs Duration (G+Y+Rc), s 46.6 7.4 66.0 46.6 5.1 68.2 <br />Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 <br />Max Green Setting (Gmax), s 31.0 13.0 61.0 31.0 13.0 61.0 <br />Max Q Clear Time (g_c+I1), s 3.2 3.8 28.9 0.0 2.1 2.0 <br />Green Ext Time (p_c), s 0.1 0.0 15.5 0.0 0.0 14.1 <br />Intersection Summary <br />HCM 6th Ctrl Delay 13.6 <br />HCM 6th LOS B <br />2-307