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+&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\([LVWLQJ3OXV3URMHFW30 <br />,(%2II5DPS )RRWKLOO5G 09/24/2019 <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 0 497 00001705 775 0 902 0 <br />Future Volume (veh/h) 578 0 497 00001705 775 0 902 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 0 540 0 1833 833 0 991 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 1029 0 830 0 3376 1024 0 2349 0 <br />Arrive On Green 0.29 0.00 0.29 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 0 540 0 1833 833 0 991 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 12.5 0.0 14.7 30.0 0.0 10.3 0.0 <br />Cycle Q Clear(g_c), s 11.6 0.0 12.5 0.0 14.7 30.0 0.0 10.3 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 1029 0 830 0 3376 1024 0 2349 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 1872 0 1511 0 3734 1133 0 2599 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 24.0 0.0 7.8 10.6 0.0 7.0 0.0 <br />Incr Delay (d2), s/veh 0.6 0.0 0.9 0.0 0.1 4.3 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 4.1 0.0 4.0 8.5 0.0 2.9 0.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 24.3 0.0 24.9 0.0 7.9 14.8 0.0 7.1 0.0 <br />LnGrp LOS CAC AABAAA <br />Approach Vol, veh/h 1168 2666 991 <br />Approach Delay, s/veh 24.6 10.1 7.1 <br />Approach LOS C B A <br />Timer - Assigned Phs 2 4 6 <br />Phs Duration (G+Y+Rc), s 51.8 25.0 51.8 <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 32.0 14.5 12.3 <br />Green Ext Time (p_c), s 13.8 6.4 5.2 <br />Intersection Summary <br />HCM 6th Ctrl Delay 13.0 <br />HCM 6th LOS B <br />., tt