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HCM 6th Signalized Intersection Summary Cumulative Conditions <br />13: Stoneridge Dr & Stoneridge Mall Rd Timing Plan: PM PEAK <br />Stoneridge Mall Residential Project 6:00 am 05/06/2010 Existing + Approved + Stoneridge Residential Synchro 10 Report <br />Page 10 <br />Movement EBL EBT WBT WBR SBL SBR <br />Lane Configurations <br />Traffic Volume (veh/h) 40 1396 866 601 1342 60 <br />Future Volume (veh/h) 40 1396 866 601 1342 60 <br />Initial Q (Qb), veh 0 0 0 0 0 0 <br />Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 <br />Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 <br />Work Zone On Approach No No No <br />Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 <br />Adj Flow Rate, veh/h 43 1501 872 685 1504 0 <br />Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 <br />Percent Heavy Veh, %2 2 2 2 2 2 <br />Cap, veh/h 57 2192 2064 2726 1691 490 <br />Arrive On Green 0.03 0.62 0.55 0.55 0.32 0.00 <br />Sat Flow, veh/h 1781 3647 3741 3141 5344 1585 <br />Grp Volume(v), veh/h 43 1501 872 685 1504 0 <br />Grp Sat Flow(s),veh/h/ln1781 1777 1870 1571 1781 1585 <br />Q Serve(g_s), s 2.9 33.6 16.3 4.5 32.1 0.0 <br />Cycle Q Clear(g_c), s 2.9 33.6 16.3 4.5 32.1 0.0 <br />Prop In Lane 1.00 1.00 1.00 1.00 <br />Lane Grp Cap(c), veh/h 57 2192 2064 2726 1691 490 <br />V/C Ratio(X)0.76 0.68 0.42 0.25 0.89 0.00 <br />Avail Cap(c_a), veh/h 208 2192 2064 2726 1826 530 <br />HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 <br />Upstream Filter(I)0.65 0.65 0.60 0.60 0.88 0.00 <br />Uniform Delay (d), s/veh57.6 15.2 15.7 1.4 39.0 0.0 <br />Incr Delay (d2), s/veh 5.0 1.1 0.4 0.1 4.6 0.0 <br />Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 <br />%ile BackOfQ(50%),veh/ln1.4 12.6 6.6 5.1 14.7 0.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 62.7 16.4 16.1 1.5 43.7 0.0 <br />LnGrp LOS E B B A D A <br />Approach Vol, veh/h 1544 1557 1504 <br />Approach Delay, s/veh 17.7 9.7 43.7 <br />Approach LOS B A D <br />Timer - Assigned Phs 1 2 4 6 <br />Phs Duration (G+Y+Rc), s7.8 70.2 42.0 78.0 <br />Change Period (Y+Rc), s 4.0 5.3 4.9 5.3 <br />Max Green Setting (Gmax), s14.0 51.7 40.1 69.7 <br />Max Q Clear Time (g_c+I1), s4.9 18.3 34.1 35.6 <br />Green Ext Time (p_c), s 0.0 9.4 3.0 12.4 <br />Intersection Summary <br />HCM 6th Ctrl Delay 23.5 <br />HCM 6th LOS C <br />Notes <br />User approved volume balancing among the lanes for turning movement.