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HCM 6th Signalized Intersection Summary Cumulative Conditions <br />6: Stoneridge Mall Rd & Embarcadero Ct Timing Plan: PM PEAK <br />Stoneridge Mall Residential Project 6:00 am 05/06/2010 Existing + Approved + Stoneridge Residential Synchro 10 Report <br />Page 4 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (veh/h) 37 10 65 350 10 309 149 390 48 77 686 29 <br />Future Volume (veh/h) 37 10 65 350 10 309 149 390 48 77 686 29 <br />Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 <br />Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 1.00 1.00 0.98 <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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1707 <br />Adj Flow Rate, veh/h 43 11 75 410 0 355 171 448 0 89 789 33 <br />Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 <br />Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 13 <br />Cap, veh/h 61 16 106 942 0 400 215 1200 535 117 982 41 <br />Arrive On Green 0.12 0.11 0.10 0.26 0.00 0.26 0.12 0.34 0.00 0.07 0.28 0.27 <br />Sat Flow, veh/h 554 142 966 3563 0 1561 1781 3554 1585 1781 3472 145 <br />Grp Volume(v), veh/h 129 0 0 410 0 355 171 448 0 89 404 418 <br />Grp Sat Flow(s),veh/h/ln1662 0 0 1781 0 1561 1781 1777 1585 1781 1777 1840 <br />Q Serve(g_s), s 5.4 0.0 0.0 6.9 0.0 15.8 6.7 6.9 0.0 3.5 15.2 15.2 <br />Cycle Q Clear(g_c), s 5.4 0.0 0.0 6.9 0.0 15.8 6.7 6.9 0.0 3.5 15.2 15.2 <br />Prop In Lane 0.33 0.58 1.00 1.00 1.00 1.00 1.00 0.08 <br />Lane Grp Cap(c), veh/h 182 0 0 942 0 400 215 1200 535 117 502 520 <br />V/C Ratio(X)0.71 0.00 0.00 0.44 0.00 0.89 0.80 0.37 0.00 0.76 0.80 0.80 <br />Avail Cap(c_a), veh/h 476 0 0 1020 0 434 495 1759 784 495 879 911 <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 0.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 <br />Uniform Delay (d), s/veh31.0 0.0 0.0 22.0 0.0 25.8 30.8 18.1 0.0 33.0 23.9 24.0 <br />Incr Delay (d2), s/veh 1.9 0.0 0.0 0.1 0.0 17.6 2.5 0.1 0.0 7.3 2.3 2.2 <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/ln2.2 0.0 0.0 2.8 0.0 7.6 2.9 2.7 0.0 1.7 6.3 6.5 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 32.9 0.0 0.0 22.1 0.0 43.3 33.3 18.2 0.0 40.3 26.2 26.2 <br />LnGrp LOS C A A C A D C B A D C C <br />Approach Vol, veh/h 129 765 619 911 <br />Approach Delay, s/veh 32.9 32.0 22.4 27.6 <br />Approach LOS C C C C <br />Timer - Assigned Phs 1 2 4 5 6 8 <br />Phs Duration (G+Y+Rc), s12.7 24.3 11.9 8.7 28.3 23.0 <br />Change Period (Y+Rc), s 4.0 4.6 4.6 4.0 4.6 4.6 <br />Max Green Setting (Gmax), s20.0 35.0 20.0 20.0 35.0 20.0 <br />Max Q Clear Time (g_c+I1), s8.7 17.2 7.4 5.5 8.9 17.8 <br />Green Ext Time (p_c), s 0.3 2.6 0.2 0.2 1.6 0.7 <br />Intersection Summary <br />HCM 6th Ctrl Delay 27.9 <br />HCM 6th LOS C <br />Notes <br />User approved pedestrian interval to be less than phase max green. <br />User approved volume balancing among the lanes for turning movement.