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HCM 6th Signalized Intersection Summary Cumulative Conditions <br />15: Johnson Dr & Stoneridge Dr Timing Plan: PM PEAK <br />Stoneridge Mall Residential Project 6:00 am 05/06/2010 Existing + Approved + Stoneridge Residential Synchro 10 Report <br />Page 12 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (veh/h) 350 1740 100 100 2570 140 100 10 90 120 10 330 <br />Future Volume (veh/h) 350 1740 100 100 2570 140 100 10 90 120 10 330 <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 1.00 1.00 0.98 1.00 0.99 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 <br />Adj Flow Rate, veh/h 393 1955 112 112 2888 157 112 11 101 135 0 378 <br />Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 <br />Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 <br />Cap, veh/h 297 2145 123 119 2767 149 166 16 146 454 0 713 <br />Arrive On Green 0.15 0.87 0.87 0.02 0.15 0.15 0.09 0.10 0.09 0.13 0.00 0.14 <br />Sat Flow, veh/h 3954 4941 282 1781 6289 339 1781 157 1442 3563 0 3157 <br />Grp Volume(v), veh/h 393 1345 722 112 2210 835 112 0 112 135 0 378 <br />Grp Sat Flow(s),veh/h/ln1318 1702 1820 1781 1609 1803 1781 0 1599 1781 0 1578 <br />Q Serve(g_s), s 9.0 29.7 30.4 7.5 52.8 52.8 7.3 0.0 8.2 4.1 0.0 12.6 <br />Cycle Q Clear(g_c), s 9.0 29.7 30.4 7.5 52.8 52.8 7.3 0.0 8.2 4.1 0.0 12.6 <br />Prop In Lane 1.00 0.16 1.00 0.19 1.00 0.90 1.00 1.00 <br />Lane Grp Cap(c), veh/h 297 1478 790 119 2123 793 166 0 162 454 0 713 <br />V/C Ratio(X)1.33 0.91 0.91 0.94 1.04 1.05 0.68 0.00 0.69 0.30 0.00 0.53 <br />Avail Cap(c_a), veh/h 297 1478 790 119 2123 793 223 0 518 454 0 1074 <br />HCM Platoon Ratio 2.00 2.00 2.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 <br />Upstream Filter(I)0.78 0.78 0.78 0.44 0.44 0.44 1.00 0.00 1.00 1.00 0.00 1.00 <br />Uniform Delay (d), s/veh51.0 6.4 6.5 58.5 51.3 51.3 52.7 0.0 52.9 47.5 0.0 40.9 <br />Incr Delay (d2), s/veh 163.5 8.0 13.9 39.6 25.3 36.7 4.8 0.0 5.2 0.4 0.0 0.6 <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/ln7.2 4.3 5.9 4.8 27.6 33.5 3.5 0.0 3.5 1.8 0.0 4.9 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 214.5 14.4 20.4 98.0 76.6 88.0 57.5 0.0 58.1 47.8 0.0 41.5 <br />LnGrp LOS F B C F F F E A E D A D <br />Approach Vol, veh/h 2460 3157 224 513 <br />Approach Delay, s/veh 48.2 80.3 57.8 43.2 <br />Approach LOS D F E D <br />Timer - Assigned Phs 1 2 3 4 5 6 7 8 <br />Phs Duration (G+Y+Rc), s13.7 56.1 13.2 21.2 13.0 56.8 18.2 16.2 <br />Change Period (Y+Rc), s 5.7 * 5.7 4.0 4.9 4.0 5.7 4.9 * 4.9 <br />Max Green Setting (Gmax), s8.0 * 50 13.0 30.0 9.0 49.4 5.0 * 38 <br />Max Q Clear Time (g_c+I1), s9.5 32.4 9.3 14.6 11.0 54.8 6.1 10.2 <br />Green Ext Time (p_c), s 0.0 10.2 0.1 1.6 0.0 0.0 0.0 0.4 <br />Intersection Summary <br />HCM 6th Ctrl Delay 64.1 <br />HCM 6th LOS E <br />Notes <br />User approved volume balancing among the lanes for turning movement. <br />* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.