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HCM 6th Signalized Intersection Summary Cumulative 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) 20 110 60 200 80 683 30 315 90 474 497 20 <br />Future Volume (veh/h) 20 110 60 200 80 683 30 315 90 474 497 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 22 122 67 222 89 759 33 350 100 527 552 22 <br />Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 <br />Percent Heavy Veh, % 222222222222 <br />Cap, veh/h 80 221 122 305 601 1582 98 877 327 723 1424 578 <br />Arrive On Green 0.04 0.19 0.15 0.16 0.31 0.31 0.05 0.24 0.20 0.20 0.39 0.35 <br />Sat Flow, veh/h 1853 1180 648 1853 1945 2901 1853 3696 1615 3594 3696 1648 <br />Grp Volume(v), veh/h 22 0 189 222 89 759 33 350 100 527 552 22 <br />Grp Sat Flow(s),veh/h/ln 1853 0 1828 1853 1945 1451 1853 1848 1615 1797 1848 1648 <br />Q Serve(g_s), s 0.7 0.0 5.4 6.5 1.9 9.2 1.0 4.6 3.0 7.9 6.2 0.5 <br />Cycle Q Clear(g_c), s 0.7 0.0 5.4 6.5 1.9 9.2 1.0 4.6 3.0 7.9 6.2 0.5 <br />Prop In Lane 1.00 0.35 1.00 1.00 1.00 1.00 1.00 1.00 <br />Lane Grp Cap(c), veh/h 80 0 343 305 601 1582 98 877 327 723 1424 578 <br />V/C Ratio(X) 0.27 0.00 0.55 0.73 0.15 0.48 0.34 0.40 0.31 0.73 0.39 0.04 <br />Avail Cap(c_a), veh/h 259 0 893 485 1188 2456 291 1870 761 1003 2321 978 <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 26.6 0.0 21.4 22.7 14.3 8.0 26.2 18.4 19.4 21.4 12.7 12.3 <br />Incr Delay (d2), s/veh 0.7 0.0 0.5 1.2 0.0 0.1 0.7 0.6 1.1 0.8 0.4 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 2.3 2.6 0.7 2.4 0.4 1.7 1.2 2.9 2.1 0.2 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 27.2 0.0 22.0 24.0 14.4 8.1 26.9 19.1 20.6 22.3 13.1 12.3 <br />LnGrp LOS CACCBACBCCBB <br />Approach Vol, veh/h 211 1070 483 1101 <br />Approach Delay, s/veh 22.5 11.9 19.9 17.5 <br />Approach LOS C B B B <br />Timer - Assigned Phs 12345678 <br />Phs Duration (G+Y+Rc), s 14.5 16.6 5.5 20.7 6.0 25.1 12.5 13.7 <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 9.9 6.6 2.7 11.2 3.0 8.2 8.5 7.4 <br />Green Ext Time (p_c), s 0.7 2.3 0.0 2.3 0.0 5.4 0.2 0.3 <br />Intersection Summary <br />HCM 6th Ctrl Delay 16.2 <br />HCM 6th LOS B