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HCM 6th Signalized Intersection Summary Cumulative Conditions <br />5: Stoneridge Mall Rd & West Bart Timing Plan: AM 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) 430 458 15 19 269 280 0 0 5 110 5 110 <br />Future Volume (veh/h) 430 458 15 19 269 280 0 0 5 110 5 110 <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 0.99 1.00 1.00 1.00 0.94 <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 494 526 17 21 309 322 0 0 6 168 0 86 <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 582 2015 65 44 514 456 11 0 10 422 0 177 <br />Arrive On Green 0.33 0.57 0.56 0.02 0.29 0.29 0.00 0.00 0.01 0.12 0.00 0.12 <br />Sat Flow, veh/h 1781 3511 113 1781 1777 1574 1781 0 1585 3563 0 1493 <br />Grp Volume(v), veh/h 494 266 277 21 309 322 0 0 6 168 0 86 <br />Grp Sat Flow(s),veh/h/ln1781 1777 1847 1781 1777 1574 1781 0 1585 1781 0 1493 <br />Q Serve(g_s), s 14.8 4.3 4.3 0.7 8.5 10.4 0.0 0.0 0.2 2.5 0.0 3.1 <br />Cycle Q Clear(g_c), s 14.8 4.3 4.3 0.7 8.5 10.4 0.0 0.0 0.2 2.5 0.0 3.1 <br />Prop In Lane 1.00 0.06 1.00 1.00 1.00 1.00 1.00 1.00 <br />Lane Grp Cap(c), veh/h 582 1020 1060 44 514 456 11 0 10 422 0 177 <br />V/C Ratio(X)0.85 0.26 0.26 0.48 0.60 0.71 0.00 0.00 0.60 0.40 0.00 0.49 <br />Avail Cap(c_a), veh/h 686 1063 1105 218 628 556 655 0 583 1060 0 444 <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 0.00 0.00 1.00 1.00 0.00 1.00 <br />Uniform Delay (d), s/veh17.9 6.1 6.1 27.5 17.5 18.1 0.0 0.0 28.3 23.3 0.0 23.6 <br />Incr Delay (d2), s/veh 8.6 0.1 0.1 7.7 1.1 3.2 0.0 0.0 45.4 0.6 0.0 2.1 <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/ln6.7 1.2 1.3 0.4 3.3 3.8 0.0 0.0 0.2 1.0 0.0 1.1 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 26.6 6.2 6.2 35.2 18.6 21.3 0.0 0.0 73.7 23.9 0.0 25.6 <br />LnGrp LOS C A A D B C A A E C A C <br />Approach Vol, veh/h 1037 652 6 254 <br />Approach Delay, s/veh 15.9 20.5 73.7 24.5 <br />Approach LOS B C E C <br />Timer - Assigned Phs 1 2 4 5 6 8 <br />Phs Duration (G+Y+Rc), s5.4 36.4 5.0 21.7 20.1 10.4 <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 33.2 21.0 21.0 19.2 16.0 <br />Max Q Clear Time (g_c+I1), s2.7 6.3 2.2 16.8 12.4 5.1 <br />Green Ext Time (p_c), s 0.0 2.2 0.0 0.9 1.7 0.8 <br />Intersection Summary <br />HCM 6th Ctrl Delay 18.7 <br />HCM 6th LOS B <br />Notes <br />User approved volume balancing among the lanes for turning movement.