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HCM 6th TWSC Intersection Summary Existing AM <br />7: Laurel Creek Drive/Stoneridge Drive & Foothill Rd 11/21/2019 <br />Hidden Canyon-Lester Property 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) 4 16 29 137 21 229 12 280 115 305 511 10 <br />Future Volume (veh/h) 4 16 29 137 21 229 12 280 115 305 511 10 <br />Initial Q (Qb), veh 000000000000 <br />Ped-Bike Adj(A_pbT) 1.00 0.97 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 16 64 116 217 33 363 13 311 128 328 549 11 <br />Peak Hour Factor 0.25 0.25 0.25 0.63 0.63 0.63 0.90 0.90 0.90 0.93 0.93 0.93 <br />Percent Heavy Veh, % 222222222222 <br />Cap, veh/h 63 156 283 289 739 1551 57 1008 395 492 1401 559 <br />Arrive On Green 0.03 0.26 0.23 0.16 0.38 0.38 0.03 0.27 0.24 0.14 0.38 0.35 <br />Sat Flow, veh/h 1853 606 1099 1853 1945 2810 1853 3696 1624 3594 3696 1598 <br />Grp Volume(v), veh/h 16 0 180 217 33 363 13 311 128 328 549 11 <br />Grp Sat Flow(s),veh/h/ln 1853 0 1705 1853 1945 1405 1853 1848 1624 1797 1848 1598 <br />Q Serve(g_s), s 0.6 0.0 6.1 7.6 0.7 4.6 0.5 4.5 4.4 5.9 7.4 0.3 <br />Cycle Q Clear(g_c), s 0.6 0.0 6.1 7.6 0.7 4.6 0.5 4.5 4.4 5.9 7.4 0.3 <br />Prop In Lane 1.00 0.64 1.00 1.00 1.00 1.00 1.00 1.00 <br />Lane Grp Cap(c), veh/h 63 0 440 289 739 1551 57 1008 395 492 1401 559 <br />V/C Ratio(X) 0.25 0.00 0.41 0.75 0.04 0.23 0.23 0.31 0.32 0.67 0.39 0.02 <br />Avail Cap(c_a), veh/h 218 0 702 408 1001 1928 245 1575 644 845 1955 798 <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 32.0 0.0 21.5 27.5 13.3 8.0 32.2 19.6 21.1 27.9 15.4 14.5 <br />Incr Delay (d2), s/veh 0.8 0.0 0.2 2.5 0.0 0.0 0.7 0.4 1.0 0.6 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 2.4 3.3 0.3 1.2 0.2 1.8 1.7 2.3 2.7 0.1 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 32.8 0.0 21.7 30.0 13.3 8.1 32.9 20.0 22.2 28.5 15.8 14.5 <br />LnGrp LOS CACCBACCCCBB <br />Approach Vol, veh/h 196 613 452 888 <br />Approach Delay, s/veh 22.6 16.1 21.0 20.5 <br />Approach LOS C B C C <br />Timer - Assigned Phs 12345678 <br />Phs Duration (G+Y+Rc), s 12.3 21.6 5.3 28.9 5.1 28.8 13.6 20.6 <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 7.9 6.5 2.6 6.6 2.5 9.4 9.6 8.1 <br />Green Ext Time (p_c), s 0.4 1.8 0.0 1.0 0.0 5.2 0.2 0.3 <br />Intersection Summary <br />HCM 6th Ctrl Delay 19.5 <br />HCM 6th LOS B <br />Notes <br />User approved changes to right turn type.