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+&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\1HDU7HUP1R3URMHFW$0 <br />6WRQHULGJH'ULYH 6WRQHULGJH0DOO 09/13/2019 <br />Hidden Canyon (Lester Property) TIS Synchro 10 Report <br />TJKM Page 5 <br />Movement EBL EBT WBT WBR SBL SBR <br />Lane Configurations <br />Traffic Volume (veh/h) 50 680 980 1460 230 60 <br />Future Volume (veh/h) 50 680 980 1460 230 60 <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 1945 1945 1945 1945 1945 1976 <br />Adj Flow Rate, veh/h 53 716 1032 1537 203 104 <br />Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 <br />Percent Heavy Veh, % 222220 <br />Cap, veh/h 120 2807 2513 2546 529 212 <br />Arrive On Green 0.06 0.76 0.65 0.63 0.14 0.13 <br />Sat Flow, veh/h 1853 3793 3890 3297 3705 1675 <br />Grp Volume(v), veh/h 53 716 1032 1537 203 104 <br />Grp Sat Flow(s),veh/h/ln 1853 1848 1945 1648 1853 1675 <br />Q Serve(g_s), s 1.7 3.5 7.8 12.2 3.0 3.5 <br />Cycle Q Clear(g_c), s 1.7 3.5 7.8 12.2 3.0 3.5 <br />Prop In Lane 1.00 1.00 1.00 1.00 <br />Lane Grp Cap(c), veh/h 120 2807 2513 2546 529 212 <br />V/C Ratio(X) 0.44 0.26 0.41 0.60 0.38 0.49 <br />Avail Cap(c_a), veh/h 242 4157 3678 3534 1510 655 <br />HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 <br />Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 <br />Uniform Delay (d), s/veh 27.6 2.2 5.2 3.0 23.9 25.0 <br />Incr Delay (d2), s/veh 2.5 0.0 0.1 0.2 0.5 1.8 <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 0.8 0.3 1.8 4.1 1.3 0.1 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 30.2 2.2 5.3 3.2 24.3 26.7 <br />LnGrp LOS C A A A C C <br />Approach Vol, veh/h 769 2569 307 <br />Approach Delay, s/veh 4.2 4.1 25.1 <br />Approach LOS A A C <br />Timer - Assigned Phs 1 2 4 6 <br />Phs Duration (G+Y+Rc), s 7.0 42.6 11.8 49.6 <br />Change Period (Y+Rc), s 4.0 6.0 5.0 6.0 <br />Max Green Setting (Gmax), s 7.0 55.0 23.0 66.0 <br />Max Q Clear Time (g_c+I1), s 3.7 14.2 5.5 5.5 <br />Green Ext Time (p_c), s 0.0 22.4 1.2 3.5 <br />Intersection Summary <br />HCM 6th Ctrl Delay 5.9 <br />HCM 6th LOS A <br />Notes <br />User approved volume balancing among the lanes for turning movement. <br />"i tt ttt+ '(I "i"iV