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HCM 6th TWSC Intersection Summary Existing PM <br />7: Foothill Rd & Laurel Creek Dr/Stoneridge Dr 11/21/2019 <br />Hidden Canyon (Lester Property) TIS Synchro 10 Report <br />TJKM Page 1 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (veh/h) 6 10 10 115 36 349 25 296 66 739 726 25 <br />Future Volume (veh/h) 6 10 10 115 36 349 25 296 66 739 726 25 <br />Initial Q (Qb), veh 000000000000 <br />Ped-Bike Adj(A_pbT) 1.00 1.00 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 1.00 1.00 1.00 <br />Work Zone On Approach No No No No <br />Adj Sat Flow, veh/h/ln 1945 1945 1945 1945 1945 1945 1945 1945 1945 1945 1945 1945 <br />Adj Flow Rate, veh/h 24 40 40 167 52 506 30 352 79 812 798 27 <br />Peak Hour Factor 0.25 0.25 0.25 0.69 0.69 0.69 0.84 0.84 0.84 0.91 0.91 0.91 <br />Percent Heavy Veh, % 222222222222 <br />Cap, veh/h 84 127 127 246 446 1555 94 891 332 975 1705 702 <br />Arrive On Green 0.05 0.14 0.11 0.13 0.23 0.23 0.05 0.24 0.21 0.27 0.46 0.43 <br />Sat Flow, veh/h 1853 892 892 1853 1945 2901 1853 3696 1615 3594 3696 1648 <br />Grp Volume(v), veh/h 24 0 80 167 52 506 30 352 79 812 798 27 <br />Grp Sat Flow(s),veh/h/ln 1853 0 1785 1853 1945 1451 1853 1848 1615 1797 1848 1648 <br />Q Serve(g_s), s 0.7 0.0 2.3 4.8 1.2 5.5 0.9 4.5 2.3 12.0 8.4 0.5 <br />Cycle Q Clear(g_c), s 0.7 0.0 2.3 4.8 1.2 5.5 0.9 4.5 2.3 12.0 8.4 0.5 <br />Prop In Lane 1.00 0.50 1.00 1.00 1.00 1.00 1.00 1.00 <br />Lane Grp Cap(c), veh/h 84 0 253 246 446 1555 94 891 332 975 1705 702 <br />V/C Ratio(X) 0.28 0.00 0.32 0.68 0.12 0.33 0.32 0.40 0.24 0.83 0.47 0.04 <br />Avail Cap(c_a), veh/h 263 0 887 493 1208 2692 296 1902 774 1020 2361 994 <br />HCM Platoon Ratio 1.00 1.00 1.00 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Uniform Delay (d), s/veh 26.0 0.0 22.2 23.3 17.2 7.4 25.8 17.9 18.7 19.3 10.4 9.4 <br />Incr Delay (d2), s/veh 0.7 0.0 0.3 1.2 0.0 0.0 0.7 0.6 0.8 5.4 0.4 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 0.0 0.0 0.0 <br />%ile BackOfQ(50%),veh/ln 0.3 0.0 0.9 2.0 0.5 1.4 0.4 1.7 0.9 4.8 2.6 0.2 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 26.7 0.0 22.4 24.5 17.2 7.4 26.5 18.5 19.5 24.7 10.9 9.5 <br />LnGrp LOS C A C C B A C B B C B A <br />Approach Vol, veh/h 104 725 461 1637 <br />Approach Delay, s/veh 23.4 12.0 19.2 17.7 <br />Approach LOS C B B B <br />Timer - Assigned Phs 12345678 <br />Phs Duration (G+Y+Rc), s 18.3 16.6 5.6 15.9 5.9 29.0 10.5 11.0 <br />Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 <br />Max Green Setting (Gmax), s 15.0 26.0 7.0 32.0 8.0 33.0 14.0 25.0 <br />Max Q Clear Time (g_c+I1), s 14.0 6.5 2.7 7.5 2.9 10.4 6.8 4.3 <br />Green Ext Time (p_c), s 0.3 2.4 0.0 1.5 0.0 7.9 0.2 0.1 <br />Intersection Summary <br />HCM 6th Ctrl Delay 16.7 <br />HCM 6th LOS B