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+&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\([LVWLQJ30 <br />6WRQHULGJH'U 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) 20 1378 750 527 1367 26 <br />Future Volume (veh/h) 20 1378 750 527 1367 26 <br />Initial Q (Qb), veh 000000 <br />Ped-Bike Adj(A_pbT) 1.00 0.97 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 22 1548 753 591 1496 0 <br />Peak Hour Factor 0.89 0.89 0.94 0.94 0.93 0.93 <br />Percent Heavy Veh, % 222220 <br />Cap, veh/h 75 2060 1835 2625 1955 564 <br />Arrive On Green 0.04 0.56 0.47 0.46 0.35 0.00 <br />Sat Flow, veh/h 1853 3793 3890 3211 5558 1675 <br />Grp Volume(v), veh/h 22 1548 753 591 1496 0 <br />Grp Sat Flow(s),veh/h/ln 1853 1848 1945 1605 1853 1675 <br />Q Serve(g_s), s 0.8 21.0 8.4 2.9 15.8 0.0 <br />Cycle Q Clear(g_c), s 0.8 21.0 8.4 2.9 15.8 0.0 <br />Prop In Lane 1.00 1.00 1.00 1.00 <br />Lane Grp Cap(c), veh/h 75 2060 1835 2625 1955 564 <br />V/C Ratio(X) 0.29 0.75 0.41 0.23 0.77 0.00 <br />Avail Cap(c_a), veh/h 225 3866 3421 3934 2106 609 <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 0.00 <br />Uniform Delay (d), s/veh 30.7 11.1 11.4 1.5 19.0 0.0 <br />Incr Delay (d2), s/veh 2.2 0.6 0.1 0.0 1.6 0.0 <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 0.4 6.5 2.9 2.3 6.4 0.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 32.9 11.7 11.6 1.5 20.6 0.0 <br />LnGrp LOS C B B A C A <br />Approach Vol, veh/h 1570 1344 1496 <br />Approach Delay, s/veh 12.0 7.2 20.6 <br />Approach LOS B A C <br />Timer - Assigned Phs 1 2 4 6 <br />Phs Duration (G+Y+Rc), s 5.7 34.1 26.2 39.8 <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 2.8 10.4 17.8 23.0 <br />Green Ext Time (p_c), s 0.0 8.0 3.4 10.7 <br />Intersection Summary <br />HCM 6th Ctrl Delay 13.4 <br />HCM 6th LOS B <br />Notes <br />User approved volume balancing among the lanes for turning movement. <br />"i tt ttt+ '(I "i"iV