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HCM 6th Signalized Intersection Summary Cumulative Conditions <br />12: Springdale Ave & Stoneridge Dr Timing Plan: AM 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) 130 390 20 120 620 502 40 30 270 110 10 52 <br />Future Volume (veh/h) 130 390 20 120 620 502 40 30 270 110 10 52 <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 0.98 1.00 1.00 1.00 0.98 <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 143 429 22 132 681 140 44 33 297 121 11 57 <br />Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 <br />Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 <br />Cap, veh/h 204 1055 471 170 986 433 86 439 371 280 69 360 <br />Arrive On Green 0.11 0.30 0.30 0.10 0.28 0.28 0.05 0.23 0.23 0.08 0.27 0.27 <br />Sat Flow, veh/h 1781 3554 1585 1781 3554 1561 1781 1870 1583 3456 259 1345 <br />Grp Volume(v), veh/h 143 429 22 132 681 140 44 33 297 121 0 68 <br />Grp Sat Flow(s),veh/h/ln1781 1777 1585 1781 1777 1561 1781 1870 1583 1728 0 1604 <br />Q Serve(g_s), s 4.2 5.2 0.5 3.9 9.3 3.9 1.3 0.7 9.6 1.8 0.0 1.8 <br />Cycle Q Clear(g_c), s 4.2 5.2 0.5 3.9 9.3 3.9 1.3 0.7 9.6 1.8 0.0 1.8 <br />Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.84 <br />Lane Grp Cap(c), veh/h 204 1055 471 170 986 433 86 439 371 280 0 429 <br />V/C Ratio(X)0.70 0.41 0.05 0.78 0.69 0.32 0.51 0.08 0.80 0.43 0.00 0.16 <br />Avail Cap(c_a), veh/h 230 1826 814 296 1957 859 204 1113 942 332 0 925 <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 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 <br />Uniform Delay (d), s/veh23.1 15.2 13.6 23.9 17.5 15.5 25.1 16.1 19.5 23.7 0.0 15.2 <br />Incr Delay (d2), s/veh 6.0 0.3 0.0 2.9 0.9 0.4 1.7 0.0 1.5 0.4 0.0 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/ln1.9 1.8 0.2 1.6 3.3 1.3 0.6 0.3 3.3 0.7 0.0 0.6 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 29.0 15.5 13.6 26.8 18.3 15.9 26.9 16.2 21.0 24.1 0.0 15.2 <br />LnGrp LOS C B B C B B C B C C A B <br />Approach Vol, veh/h 594 953 374 189 <br />Approach Delay, s/veh 18.7 19.2 21.3 20.9 <br />Approach LOS B B C C <br />Timer - Assigned Phs 1 2 3 4 5 6 7 8 <br />Phs Duration (G+Y+Rc), s10.2 19.0 8.2 16.7 9.2 20.1 6.4 18.5 <br />Change Period (Y+Rc), s 4.0 5.3 4.0 * 4.2 4.0 5.3 4.0 * 4.2 <br />Max Green Setting (Gmax), s7.0 28.5 5.0 * 32 9.0 26.5 6.0 * 31 <br />Max Q Clear Time (g_c+I1), s6.2 11.3 3.8 11.6 5.9 7.2 3.3 3.8 <br />Green Ext Time (p_c), s 0.0 2.4 0.0 0.9 0.1 1.8 0.0 0.1 <br />Intersection Summary <br />HCM 6th Ctrl Delay 19.5 <br />HCM 6th LOS B <br />Notes <br />* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.