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HCM 6th Signalized Intersection Summary Cumulative Conditions <br />5: Stoneridge Mall Rd & West Bart Timing Plan: PM PEAK <br />Stoneridge Mall Residential Project 6:00 am 05/06/2010 Existing + Approved + Stoneridge Residential Synchro 10 Report <br />Page 3 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (veh/h) 70 352 5 12 690 80 6 5 6 220 5 190 <br />Future Volume (veh/h) 70 352 5 12 690 80 6 5 6 220 5 190 <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 0.98 1.00 0.97 1.00 1.00 1.00 0.85 <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 1870 <br />Adj Flow Rate, veh/h 80 405 6 13 793 92 7 6 7 323 0 147 <br />Peak Hour Factor 0.87 0.87 0.90 0.90 0.87 0.87 0.90 0.90 0.90 0.87 0.90 0.87 <br />Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 <br />Cap, veh/h 166 1450 21 30 1121 130 35 16 18 716 0 271 <br />Arrive On Green 0.09 0.40 0.38 0.02 0.35 0.35 0.02 0.02 0.02 0.20 0.00 0.20 <br />Sat Flow, veh/h 1781 3583 53 1781 3198 371 1781 787 918 3563 0 1350 <br />Grp Volume(v), veh/h 80 201 210 13 441 444 7 0 13 323 0 147 <br />Grp Sat Flow(s),veh/h/ln1781 1777 1860 1781 1777 1792 1781 0 1705 1781 0 1350 <br />Q Serve(g_s), s 1.9 3.3 3.4 0.3 9.5 9.5 0.2 0.0 0.3 3.5 0.0 4.3 <br />Cycle Q Clear(g_c), s 1.9 3.3 3.4 0.3 9.5 9.5 0.2 0.0 0.3 3.5 0.0 4.3 <br />Prop In Lane 1.00 0.03 1.00 0.21 1.00 0.54 1.00 1.00 <br />Lane Grp Cap(c), veh/h 166 719 752 30 623 628 35 0 34 716 0 271 <br />V/C Ratio(X)0.48 0.28 0.28 0.44 0.71 0.71 0.20 0.00 0.39 0.45 0.00 0.54 <br />Avail Cap(c_a), veh/h 323 805 843 282 805 812 847 0 811 1372 0 520 <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 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 <br />Uniform Delay (d), s/veh19.0 8.8 8.8 21.5 12.4 12.4 21.3 0.0 21.4 15.5 0.0 15.8 <br />Incr Delay (d2), s/veh 2.1 0.2 0.2 9.8 2.0 2.0 2.7 0.0 7.1 0.4 0.0 1.7 <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/ln0.8 1.0 1.1 0.2 3.3 3.3 0.1 0.0 0.2 1.2 0.0 1.2 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 21.1 9.0 9.0 31.3 14.4 14.4 24.0 0.0 28.5 15.9 0.0 17.5 <br />LnGrp LOS C A A C B B C A C B A B <br />Approach Vol, veh/h 491 898 20 470 <br />Approach Delay, s/veh 11.0 14.6 26.9 16.4 <br />Approach LOS B B C B <br />Timer - Assigned Phs 1 2 4 5 6 8 <br />Phs Duration (G+Y+Rc), s4.7 21.5 5.5 7.1 19.1 12.5 <br />Change Period (Y+Rc), s 4.0 4.6 4.6 4.0 4.6 4.6 <br />Max Green Setting (Gmax), s7.0 19.0 21.0 7.0 19.0 16.0 <br />Max Q Clear Time (g_c+I1), s2.3 5.4 2.3 3.9 11.5 6.3 <br />Green Ext Time (p_c), s 0.0 1.3 0.0 0.1 2.5 1.6 <br />Intersection Summary <br />HCM 6th Ctrl Delay 14.3 <br />HCM 6th LOS B <br />Notes <br />User approved volume balancing among the lanes for turning movement.