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HCM 6th Signalized Intersection Summary Cumulative Conditions <br />10: Stoneridge Mall Rd & Genomics Place Timing Plan: AM PEAK <br />Stoneridge Mall Residential Project 6:00 am 05/06/2010 Existing + Approved + Stoneridge Residential Synchro 10 Report <br />Page 5 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (veh/h) 30 120 45 30 10 20 101 910 630 23 112 34 <br />Future Volume (veh/h) 30 120 45 30 10 20 101 910 630 23 112 34 <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 1.00 1.00 1.00 1.00 0.99 1.00 0.99 <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 1826 1870 1870 1870 1870 1870 1870 1870 1870 1870 <br />Adj Flow Rate, veh/h 33 133 50 33 11 22 112 1011 497 26 124 38 <br />Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 <br />Percent Heavy Veh, %2 2 5 2 2 2 2 2 2 2 2 2 <br />Cap, veh/h 52 244 201 274 100 200 145 1594 702 43 1055 311 <br />Arrive On Green 0.03 0.13 0.13 0.08 0.18 0.18 0.08 0.45 0.45 0.02 0.39 0.38 <br />Sat Flow, veh/h 1781 1870 1544 3456 555 1111 1781 3554 1566 1781 2696 794 <br />Grp Volume(v), veh/h 33 133 50 33 0 33 112 1011 497 26 80 82 <br />Grp Sat Flow(s),veh/h/ln1781 1870 1544 1728 0 1666 1781 1777 1566 1781 1777 1713 <br />Q Serve(g_s), s 0.9 3.4 1.5 0.4 0.0 0.8 3.1 11.0 12.9 0.7 1.4 1.6 <br />Cycle Q Clear(g_c), s 0.9 3.4 1.5 0.4 0.0 0.8 3.1 11.0 12.9 0.7 1.4 1.6 <br />Prop In Lane 1.00 1.00 1.00 0.67 1.00 1.00 1.00 0.46 <br />Lane Grp Cap(c), veh/h 52 244 201 274 0 301 145 1594 702 43 696 671 <br />V/C Ratio(X)0.63 0.55 0.25 0.12 0.00 0.11 0.77 0.63 0.71 0.60 0.12 0.12 <br />Avail Cap(c_a), veh/h 177 987 815 274 0 847 318 2074 914 141 860 830 <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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Uniform Delay (d), s/veh24.2 20.5 19.7 21.6 0.0 17.3 22.7 10.7 11.2 24.3 9.8 9.9 <br />Incr Delay (d2), s/veh 4.6 0.7 0.2 0.1 0.0 0.1 3.3 0.4 1.7 4.9 0.1 0.1 <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/ln0.4 1.4 0.5 0.2 0.0 0.3 1.3 3.6 3.8 0.3 0.5 0.5 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 28.8 21.2 19.9 21.7 0.0 17.3 26.0 11.1 13.0 29.3 9.8 10.0 <br />LnGrp LOS C C B C A B C B B C A A <br />Approach Vol, veh/h 216 66 1620 188 <br />Approach Delay, s/veh 22.1 19.5 12.7 12.6 <br />Approach LOS C B B B <br />Timer - Assigned Phs 1 2 3 4 5 6 7 8 <br />Phs Duration (G+Y+Rc), s8.1 23.7 5.5 13.1 5.2 26.6 8.0 10.6 <br />Change Period (Y+Rc), s 4.0 4.6 4.0 4.6 4.0 4.6 4.0 4.6 <br />Max Green Setting (Gmax), s9.0 23.8 5.0 25.0 4.0 28.8 4.0 26.0 <br />Max Q Clear Time (g_c+I1), s5.1 3.6 2.9 2.8 2.7 14.9 2.4 5.4 <br />Green Ext Time (p_c), s 0.1 0.5 0.0 0.0 0.0 6.8 0.0 0.4 <br />Intersection Summary <br />HCM 6th Ctrl Delay 13.9 <br />HCM 6th LOS B <br />Notes <br />User approved pedestrian interval to be less than phase max green.