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+&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\([LVWLQJ$0 <br />6WRQHULGJH'ULYH 6WRQHULGJH0DOO 09/13/2019 <br />Hidden Canyon-Lester Property Synchro 10 Report <br />TJKM Page 5 <br />Movement EBL EBT WBT WBR SBL SBR <br />Lane Configurations <br />Traffic Volume (veh/h) 40 643 837 1241 179 41 <br />Future Volume (veh/h) 40 643 837 1241 179 41 <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 52 835 930 1379 190 98 <br />Peak Hour Factor 0.77 0.77 0.90 0.90 0.77 0.77 <br />Percent Heavy Veh, % 222220 <br />Cap, veh/h 126 2751 2420 2474 543 215 <br />Arrive On Green 0.07 0.74 0.62 0.60 0.15 0.13 <br />Sat Flow, veh/h 1853 3793 3890 3297 3705 1675 <br />Grp Volume(v), veh/h 52 835 930 1379 190 98 <br />Grp Sat Flow(s),veh/h/ln 1853 1848 1945 1648 1853 1675 <br />Q Serve(g_s), s 1.5 4.1 6.5 9.9 2.5 3.0 <br />Cycle Q Clear(g_c), s 1.5 4.1 6.5 9.9 2.5 3.0 <br />Prop In Lane 1.00 1.00 1.00 1.00 <br />Lane Grp Cap(c), veh/h 126 2751 2420 2474 543 215 <br />V/C Ratio(X) 0.41 0.30 0.38 0.56 0.35 0.46 <br />Avail Cap(c_a), veh/h 269 4632 4099 3897 1682 730 <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 24.6 2.3 5.2 2.9 21.1 22.2 <br />Incr Delay (d2), s/veh 2.2 0.1 0.1 0.2 0.4 1.5 <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 0.3 1.4 3.0 1.0 2.9 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 26.8 2.4 5.3 3.1 21.5 23.7 <br />LnGrp LOS C A A A C C <br />Approach Vol, veh/h 887 2309 288 <br />Approach Delay, s/veh 3.8 4.0 22.3 <br />Approach LOS A A C <br />Timer - Assigned Phs 1 2 4 6 <br />Phs Duration (G+Y+Rc), s 6.7 37.2 11.1 44.0 <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 3.5 11.9 5.0 6.1 <br />Green Ext Time (p_c), s 0.0 19.4 1.2 4.3 <br />Intersection Summary <br />HCM 6th Ctrl Delay 5.5 <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