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HCM 6th Signalized Intersection Summary Cumulative Conditions <br />14: Stoneridge Dr & I-680 SB Timing Plan: AM PEAK <br />Stoneridge Mall Residential Project 6:00 am 05/06/2010 Existing + Approved + Stoneridge Residential Synchro 10 Report <br />Page 9 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (veh/h)0 722 243 0 1728 410 0 0 0 860 0 989 <br />Future Volume (veh/h)0 722 243 0 1728 410 0 0 0 860 0 989 <br />Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 <br />Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 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 <br />Work Zone On Approach No No No <br />Adj Sat Flow, veh/h/ln 0 1870 1870 0 1870 1870 1870 0 1870 <br />Adj Flow Rate, veh/h 0 760 0 0 1819 0 905 0 1041 <br />Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 <br />Percent Heavy Veh, %0 2 2 0 2 2 2 0 2 <br />Cap, veh/h 0 2638 0 2638 1209 0 976 <br />Arrive On Green 0.00 0.52 0.00 0.00 0.69 0.00 0.35 0.00 0.35 <br />Sat Flow, veh/h 0 5274 1585 0 5443 0 3456 0 2790 <br />Grp Volume(v), veh/h 0 760 0 0 1819 0 905 0 1041 <br />Grp Sat Flow(s),veh/h/ln 0 1702 1585 0 1702 0 1728 0 1395 <br />Q Serve(g_s), s 0.0 5.1 0.0 0.0 12.7 0.0 13.8 0.0 21.0 <br />Cycle Q Clear(g_c), s 0.0 5.1 0.0 0.0 12.7 0.0 13.8 0.0 21.0 <br />Prop In Lane 0.00 1.00 0.00 0.00 1.00 1.00 <br />Lane Grp Cap(c), veh/h 0 2638 0 2638 1209 0 976 <br />V/C Ratio(X)0.00 0.29 0.00 0.69 0.75 0.00 1.07 <br />Avail Cap(c_a), veh/h 0 2638 0 2638 1209 0 976 <br />HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.33 1.33 1.00 1.00 1.00 <br />Upstream Filter(I)0.00 0.94 0.00 0.00 0.56 0.00 1.00 0.00 1.00 <br />Uniform Delay (d), s/veh 0.0 8.2 0.0 0.0 6.5 0.0 17.2 0.0 19.5 <br />Incr Delay (d2), s/veh 0.0 0.3 0.0 0.0 0.8 0.0 2.6 0.0 48.1 <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 <br />%ile BackOfQ(50%),veh/ln0.0 1.5 0.0 0.0 2.6 0.0 5.2 0.0 12.3 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 0.0 8.5 0.0 0.0 7.4 0.0 19.8 0.0 67.6 <br />LnGrp LOS A A A A B A F <br />Approach Vol, veh/h 760 A 1819 A 1946 <br />Approach Delay, s/veh 8.5 7.4 45.4 <br />Approach LOS A A D <br />Timer - Assigned Phs 2 4 6 <br />Phs Duration (G+Y+Rc), s 35.0 25.0 35.0 <br />Change Period (Y+Rc), s 5.7 4.9 5.7 <br />Max Green Setting (Gmax), s 29.3 20.1 29.3 <br />Max Q Clear Time (g_c+I1), s 7.1 23.0 14.7 <br />Green Ext Time (p_c), s 3.6 0.0 8.3 <br />Intersection Summary <br />HCM 6th Ctrl Delay 23.9 <br />HCM 6th LOS C <br />Notes <br />Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay.