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HCM 6th TWSC Intersection Summary Near Term No Project AM <br />7: Laurel Creek Drive/Stoneridge Drive & Foothill Rd 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 40 60 200 40 290 30 380 110 380 430 10 <br />Future Volume (veh/h) 20 40 60 200 40 290 30 380 110 380 430 10 <br />Initial Q (Qb), veh 000000000000 <br />Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.97 1.00 0.99 1.00 0.97 <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 47 70 233 47 337 35 442 128 442 500 12 <br />Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 <br />Percent Heavy Veh, % 222222222222 <br />Cap, veh/h 73 158 236 301 686 1548 90 1023 405 594 1453 585 <br />Arrive On Green 0.04 0.23 0.20 0.16 0.35 0.35 0.05 0.28 0.25 0.17 0.39 0.37 <br />Sat Flow, veh/h 1853 689 1026 1853 1945 2803 1853 3696 1625 3594 3696 1600 <br />Grp Volume(v), veh/h 23 0 117 233 47 337 35 442 128 442 500 12 <br />Grp Sat Flow(s),veh/h/ln 1853 0 1716 1853 1945 1401 1853 1848 1625 1797 1848 1600 <br />Q Serve(g_s), s 0.9 0.0 4.1 8.7 1.2 4.5 1.3 7.1 4.6 8.5 6.9 0.3 <br />Cycle Q Clear(g_c), s 0.9 0.0 4.1 8.7 1.2 4.5 1.3 7.1 4.6 8.5 6.9 0.3 <br />Prop In Lane 1.00 0.60 1.00 1.00 1.00 1.00 1.00 1.00 <br />Lane Grp Cap(c), veh/h 73 0 394 301 686 1548 90 1023 405 594 1453 585 <br />V/C Ratio(X) 0.31 0.00 0.30 0.77 0.07 0.22 0.39 0.43 0.32 0.74 0.34 0.02 <br />Avail Cap(c_a), veh/h 205 0 664 384 942 1917 231 1483 607 795 1840 752 <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 33.8 0.0 23.5 29.0 15.5 8.5 33.3 21.5 22.1 28.7 15.4 14.7 <br />Incr Delay (d2), s/veh 0.9 0.0 0.2 5.4 0.0 0.0 1.0 0.6 0.9 1.6 0.3 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 0.4 0.0 1.7 4.0 0.5 1.2 0.6 2.8 1.8 3.5 2.6 0.1 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 34.7 0.0 23.7 34.4 15.5 8.5 34.3 22.1 23.1 30.3 15.7 14.7 <br />LnGrp LOS CACCBACCCCBB <br />Approach Vol, veh/h 140 617 605 954 <br />Approach Delay, s/veh 25.5 18.8 23.0 22.4 <br />Approach LOS C B C C <br />Timer - Assigned Phs 12345678 <br />Phs Duration (G+Y+Rc), s 14.9 23.0 5.8 28.5 6.5 31.4 14.7 19.6 <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 10.5 9.1 2.9 6.5 3.3 8.9 10.7 6.1 <br />Green Ext Time (p_c), s 0.5 2.8 0.0 1.0 0.0 4.7 0.1 0.2 <br />Intersection Summary <br />HCM 6th Ctrl Delay 21.8 <br />HCM 6th LOS C <br />Notes <br />User approved changes to right turn type.