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HCM 6th Signalized Intersection Summary Near Term No Project 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) 20 80 60 120 60 550 30 320 80 480 500 20 <br />Future Volume (veh/h) 20 80 60 120 60 550 30 320 80 480 500 20 <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 23 91 68 136 68 625 34 364 91 545 568 23 <br />Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 <br />Percent Heavy Veh, % 222222222222 <br />Cap, veh/h 85 201 150 211 511 1484 104 942 351 758 1515 614 <br />Arrive On Green 0.05 0.19 0.16 0.11 0.26 0.26 0.06 0.25 0.22 0.21 0.41 0.37 <br />Sat Flow, veh/h 1853 1034 772 1853 1945 2901 1853 3696 1616 3594 3696 1648 <br />Grp Volume(v), veh/h 23 0 159 136 68 625 34 364 91 545 568 23 <br />Grp Sat Flow(s),veh/h/ln 1853 0 1806 1853 1945 1451 1853 1848 1616 1797 1848 1648 <br />Q Serve(g_s), s 0.6 0.0 4.2 3.7 1.4 7.1 0.9 4.3 2.5 7.5 5.7 0.5 <br />Cycle Q Clear(g_c), s 0.6 0.0 4.2 3.7 1.4 7.1 0.9 4.3 2.5 7.5 5.7 0.5 <br />Prop In Lane 1.00 0.43 1.00 1.00 1.00 1.00 1.00 1.00 <br />Lane Grp Cap(c), veh/h 85 0 351 211 511 1484 104 942 351 758 1515 614 <br />V/C Ratio(X) 0.27 0.00 0.45 0.64 0.13 0.42 0.33 0.39 0.26 0.72 0.38 0.04 <br />Avail Cap(c_a), veh/h 279 0 951 522 1280 2630 313 2015 820 1081 2501 1053 <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 24.5 0.0 19.3 22.5 15.0 8.1 24.2 16.4 17.3 19.5 10.9 10.6 <br />Incr Delay (d2), s/veh 0.6 0.0 0.3 1.2 0.0 0.1 0.7 0.6 0.8 0.5 0.3 0.1 <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 1.7 1.5 0.5 1.8 0.4 1.6 0.9 2.7 1.8 0.2 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 25.1 0.0 19.7 23.7 15.0 8.2 24.8 16.9 18.1 20.1 11.3 10.7 <br />LnGrp LOS C A B C B A C B B C B B <br />Approach Vol, veh/h 182 829 489 1136 <br />Approach Delay, s/veh 20.4 11.3 17.7 15.5 <br />Approach LOS C B B B <br />Timer - Assigned Phs 12345678 <br />Phs Duration (G+Y+Rc), s 14.2 16.6 5.4 17.0 6.0 24.8 9.1 13.4 <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 9.5 6.3 2.6 9.1 2.9 7.7 5.7 6.2 <br />Green Ext Time (p_c), s 0.7 2.5 0.0 1.8 0.0 5.6 0.1 0.3 <br />Intersection Summary <br />HCM 6th Ctrl Delay 14.9 <br />HCM 6th LOS B