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HCM 6th Signalized Intersection Summary Cumulative Conditions <br />10: Stoneridge Mall Rd & Genomics Place Timing Plan: PM PEAK <br />Stoneridge Mall Residential Project 6:00 am 05/06/2010 Existing + Approved + Stoneridge Residential Synchro 10 Report <br />Page 7 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (veh/h)82 30 122 470 196 96 276 476 50 24 944 85 <br />Future Volume (veh/h)82 30 122 470 196 96 276 476 50 24 944 85 <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 0.97 1.00 0.98 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 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 92 34 137 528 220 108 310 535 0 27 1061 96 <br />Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 <br />Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 <br />Cap, veh/h 116 267 220 556 280 138 337 1863 831 37 1172 106 <br />Arrive On Green 0.07 0.14 0.14 0.16 0.24 0.24 0.19 0.52 0.00 0.02 0.36 0.36 <br />Sat Flow, veh/h 1781 1870 1542 3456 1176 578 1781 3554 1585 1781 3295 298 <br />Grp Volume(v), veh/h 92 34 137 528 0 328 310 535 0 27 572 585 <br />Grp Sat Flow(s),veh/h/ln 1781 1870 1542 1728 0 1754 1781 1777 1585 1781 1777 1816 <br />Q Serve(g_s), s 5.4 1.7 8.8 16.0 0.0 18.5 18.1 8.9 0.0 1.6 32.3 32.4 <br />Cycle Q Clear(g_c), s 5.4 1.7 8.8 16.0 0.0 18.5 18.1 8.9 0.0 1.6 32.3 32.4 <br />Prop In Lane 1.00 1.00 1.00 0.33 1.00 1.00 1.00 0.16 <br />Lane Grp Cap(c), veh/h 116 267 220 556 0 418 337 1863 831 37 632 646 <br />V/C Ratio(X)0.79 0.13 0.62 0.95 0.00 0.78 0.92 0.29 0.00 0.73 0.90 0.91 <br />Avail Cap(c_a), veh/h 152 471 388 556 0 574 337 1863 831 101 679 694 <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 0.00 1.00 1.00 1.00 <br />Uniform Delay (d), s/veh 48.7 39.5 42.6 43.9 0.0 37.7 42.1 14.1 0.0 51.5 32.4 32.4 <br />Incr Delay (d2), s/veh 14.0 0.1 1.1 26.1 0.0 3.2 29.0 0.1 0.0 9.9 15.1 15.0 <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/ln 2.8 0.8 3.4 8.9 0.0 8.3 10.6 3.5 0.0 0.8 16.2 16.5 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 62.7 39.6 43.7 70.0 0.0 40.9 71.0 14.2 0.0 61.3 47.4 47.3 <br />LnGrp LOS E D D E A D E B A E D D <br />Approach Vol, veh/h 263 856 845 1184 <br />Approach Delay, s/veh 49.8 58.9 35.0 47.7 <br />Approach LOS D E D D <br />Timer - Assigned Phs 1 2 3 4 5 6 7 8 <br />Phs Duration (G+Y+Rc), s 6.2 59.4 10.9 29.2 24.0 41.6 21.0 19.1 <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), s 6.0 53.8 9.0 34.0 20.0 39.8 17.0 26.0 <br />Max Q Clear Time (g_c+I1), s 3.6 10.9 7.4 20.5 20.1 34.4 18.0 10.8 <br />Green Ext Time (p_c), s 0.0 2.7 0.0 0.7 0.0 2.6 0.0 0.3 <br />Intersection Summary <br />HCM 6th Ctrl Delay 47.5 <br />HCM 6th LOS D <br />Notes <br />User approved pedestrian interval to be less than phase max green.