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HCM 6th Signalized Intersection Summary Cumulative Conditions <br />4: Stoneridge Mall Rd & Canyon Wy Timing Plan: PM PEAK <br />Stoneridge Mall Residential Project 6:00 am 05/06/2010 Existing + Approved + Stoneridge Residential Synchro 10 Report <br />Page 2 <br />Movement EBL EBR NBL NBT SBT SBR <br />Lane Configurations <br />Traffic Volume (veh/h) 362 215 237 60 110 949 <br />Future Volume (veh/h) 362 215 237 60 110 949 <br />Initial Q (Qb), veh 0 0 0 0 0 0 <br />Ped-Bike Adj(A_pbT) 1.00 1.00 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 385 229 252 64 117 0 <br />Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 <br />Percent Heavy Veh, %2 2 2 2 2 2 <br />Cap, veh/h 857 393 335 1812 376 <br />Arrive On Green 0.25 0.25 0.19 0.51 0.20 0.00 <br />Sat Flow, veh/h 3456 1585 1781 3647 1870 1585 <br />Grp Volume(v), veh/h 385 229 252 64 117 0 <br />Grp Sat Flow(s),veh/h/ln1728 1585 1781 1777 1870 1585 <br />Q Serve(g_s), s 3.1 4.2 4.4 0.3 1.8 0.0 <br />Cycle Q Clear(g_c), s 3.1 4.2 4.4 0.3 1.8 0.0 <br />Prop In Lane 1.00 1.00 1.00 1.00 <br />Lane Grp Cap(c), veh/h 857 393 335 1812 376 <br />V/C Ratio(X)0.45 0.58 0.75 0.04 0.31 <br />Avail Cap(c_a), veh/h 3158 1449 1078 2215 1166 <br />HCM Platoon Ratio 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 0.00 <br />Uniform Delay (d), s/veh10.5 10.9 12.7 4.0 11.3 0.0 <br />Incr Delay (d2), s/veh 0.1 0.5 1.3 0.0 0.2 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/ln0.9 0.1 1.5 0.1 0.6 0.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 10.6 11.4 14.0 4.0 11.4 0.0 <br />LnGrp LOS B B B A B <br />Approach Vol, veh/h 614 316 117 A <br />Approach Delay, s/veh 10.9 12.0 11.4 <br />Approach LOS B B B <br />Timer - Assigned Phs 2 4 5 6 <br />Phs Duration (G+Y+Rc), s 20.8 12.2 10.2 10.6 <br />Change Period (Y+Rc), s 4.6 * 4.2 4.0 4.6 <br />Max Green Setting (Gmax), s 20.0 * 30 20.0 20.0 <br />Max Q Clear Time (g_c+I1), s 2.3 6.2 6.4 3.8 <br />Green Ext Time (p_c), s 0.1 1.8 0.5 0.2 <br />Intersection Summary <br />HCM 6th Ctrl Delay 11.3 <br />HCM 6th LOS B <br />Notes <br />* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. <br />Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.