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+&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\1HDU7HUP1R3URMHFW30 <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) 40 1200 950 640 1450 60 <br />Future Volume (veh/h) 40 1200 950 640 1450 60 <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 43 1290 942 741 1620 0 <br />Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 <br />Percent Heavy Veh, % 222220 <br />Cap, veh/h 106 1982 1682 2558 2057 594 <br />Arrive On Green 0.06 0.54 0.43 0.42 0.37 0.00 <br />Sat Flow, veh/h 1853 3793 3890 3209 5558 1675 <br />Grp Volume(v), veh/h 43 1290 942 741 1620 0 <br />Grp Sat Flow(s),veh/h/ln 1853 1848 1945 1604 1853 1675 <br />Q Serve(g_s), s 1.4 16.0 11.6 4.1 16.6 0.0 <br />Cycle Q Clear(g_c), s 1.4 16.0 11.6 4.1 16.6 0.0 <br />Prop In Lane 1.00 1.00 1.00 1.00 <br />Lane Grp Cap(c), veh/h 106 1982 1682 2558 2057 594 <br />V/C Ratio(X) 0.41 0.65 0.56 0.29 0.79 0.00 <br />Avail Cap(c_a), veh/h 231 3973 3515 4070 2165 626 <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 29.2 10.6 13.6 1.9 18.0 0.0 <br />Incr Delay (d2), s/veh 2.5 0.4 0.3 0.1 1.9 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 0.7 5.0 4.1 3.3 6.7 0.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 31.7 11.0 13.9 2.0 19.9 0.0 <br />LnGrp LOS CBBABA <br />Approach Vol, veh/h 1333 1683 1620 <br />Approach Delay, s/veh 11.6 8.7 19.9 <br />Approach LOS B A B <br />Timer - Assigned Phs 1 2 4 6 <br />Phs Duration (G+Y+Rc), s 6.7 30.8 26.8 37.4 <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 3.4 13.6 18.6 18.0 <br />Green Ext Time (p_c), s 0.0 11.1 3.1 8.0 <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