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HCM 6th Signalized Intersection Summary Cumulative Conditions <br />4: Stoneridge Mall Rd & Canyon Wy Timing Plan: AM 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) 918 99 25 50 50 249 <br />Future Volume (veh/h) 918 99 25 50 50 249 <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 956 103 26 52 52 0 <br />Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 <br />Percent Heavy Veh, %2 2 2 2 2 2 <br />Cap, veh/h 1423 652 46 1162 319 <br />Arrive On Green 0.41 0.41 0.03 0.33 0.17 0.00 <br />Sat Flow, veh/h 3456 1585 1781 3647 1870 1585 <br />Grp Volume(v), veh/h 956 103 26 52 52 0 <br />Grp Sat Flow(s),veh/h/ln1728 1585 1781 1777 1870 1585 <br />Q Serve(g_s), s 6.9 1.3 0.4 0.3 0.7 0.0 <br />Cycle Q Clear(g_c), s 6.9 1.3 0.4 0.3 0.7 0.0 <br />Prop In Lane 1.00 1.00 1.00 1.00 <br />Lane Grp Cap(c), veh/h1423 652 46 1162 319 <br />V/C Ratio(X)0.67 0.16 0.56 0.04 0.16 <br />Avail Cap(c_a), veh/h 3409 1564 1164 2391 1259 <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/veh 7.3 5.7 14.7 7.0 10.8 0.0 <br />Incr Delay (d2), s/veh 0.2 0.0 4.0 0.0 0.1 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/ln1.6 0.0 0.2 0.1 0.2 0.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 7.5 5.7 18.7 7.0 10.9 0.0 <br />LnGrp LOS A A B A B <br />Approach Vol, veh/h 1059 78 52 A <br />Approach Delay, s/veh 7.4 10.9 10.9 <br />Approach LOS A B B <br />Timer - Assigned Phs 2 4 5 6 <br />Phs Duration (G+Y+Rc), s 14.0 16.6 4.8 9.2 <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 8.9 2.4 2.7 <br />Green Ext Time (p_c), s 0.1 3.5 0.0 0.1 <br />Intersection Summary <br />HCM 6th Ctrl Delay 7.7 <br />HCM 6th LOS A <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.