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+&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\([LVWLQJ30 <br />,(%2II5DPS )RRWKLOO5G 09/13/2019 <br />Hidden Canyon (Lester Property) TIS Synchro 10 Report <br />TJKM Page 2 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (veh/h) 578 0 490 00001699 773 0 896 0 <br />Future Volume (veh/h) 578 0 490 00001699 773 0 896 0 <br />Initial Q (Qb), veh 0 0 0 000000 <br />Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 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 <br />Work Zone On Approach No No No <br />Adj Sat Flow, veh/h/ln 1945 0 1945 0 1945 1945 0 1945 0 <br />Adj Flow Rate, veh/h 628 0 533 0 1827 831 0 985 0 <br />Peak Hour Factor 0.92 0.92 0.92 0.93 0.93 0.93 0.91 0.91 0.91 <br />Percent Heavy Veh, % 202 022020 <br />Cap, veh/h 1022 0 825 0 3382 1026 0 2354 0 <br />Arrive On Green 0.28 0.00 0.28 0.00 0.64 0.64 0.00 0.64 0.00 <br />Sat Flow, veh/h 3594 0 2901 0 5485 1611 0 3890 0 <br />Grp Volume(v), veh/h 628 0 533 0 1827 831 0 985 0 <br />Grp Sat Flow(s),veh/h/ln 1797 0 1451 0 1770 1611 0 1848 0 <br />Q Serve(g_s), s 11.6 0.0 12.3 0.0 14.5 29.5 0.0 10.1 0.0 <br />Cycle Q Clear(g_c), s 11.6 0.0 12.3 0.0 14.5 29.5 0.0 10.1 0.0 <br />Prop In Lane 1.00 1.00 0.00 1.00 0.00 0.00 <br />Lane Grp Cap(c), veh/h 1022 0 825 0 3382 1026 0 2354 0 <br />V/C Ratio(X)0.61 0.00 0.65 0.00 0.54 0.81 0.00 0.42 0.00 <br />Avail Cap(c_a), veh/h 1885 0 1522 0 3760 1141 0 2617 0 <br />HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 0.00 <br />Uniform Delay (d), s/veh 23.7 0.0 23.9 0.0 7.7 10.4 0.0 6.9 0.0 <br />Incr Delay (d2), s/veh 0.6 0.0 0.9 0.0 0.1 4.1 0.0 0.1 0.0 <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 <br />%ile BackOfQ(50%),veh/ln 4.7 0.0 4.0 0.0 3.9 8.2 0.0 2.8 0.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 24.3 0.0 24.8 0.0 7.8 14.5 0.0 7.0 0.0 <br />LnGrp LOS CAC AABAAA <br />Approach Vol, veh/h 1161 2658 985 <br />Approach Delay, s/veh 24.5 9.9 7.0 <br />Approach LOS C A A <br />Timer - Assigned Phs 2 4 6 <br />Phs Duration (G+Y+Rc), s 51.6 24.7 51.6 <br />Change Period (Y+Rc), s 6.0 4.0 6.0 <br />Max Green Setting (Gmax), s 51.0 39.0 51.0 <br />Max Q Clear Time (g_c+I1), s 31.5 14.3 12.1 <br />Green Ext Time (p_c), s 14.1 6.4 5.1 <br />Intersection Summary <br />HCM 6th Ctrl Delay 12.8 <br />HCM 6th LOS B <br />., tt