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HCM 6th Signalized Intersection Summary Cumulative Conditions <br />15: Johnson Dr & 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 10 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (veh/h) 290 1829 20 10 2279 120 10 10 10 60 10 220 <br />Future Volume (veh/h) 290 1829 20 10 2279 120 10 10 10 60 10 220 <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 0.98 1.00 0.98 1.00 0.99 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 312 1967 22 11 2451 129 11 11 11 65 0 244 <br />Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 <br />Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 <br />Cap, veh/h 320 2134 24 53 2468 130 56 30 30 333 0 562 <br />Arrive On Green 0.06 0.41 0.41 0.03 0.39 0.39 0.03 0.04 0.04 0.09 0.00 0.11 <br />Sat Flow, veh/h 5023 5204 58 1781 6299 331 1781 855 855 3563 0 3161 <br />Grp Volume(v), veh/h 312 1286 703 11 1876 704 11 0 22 65 0 244 <br />Grp Sat Flow(s),veh/h/ln1674 1702 1858 1781 1609 1804 1781 0 1710 1781 0 1581 <br />Q Serve(g_s), s 6.8 39.4 39.5 0.7 42.5 42.8 0.7 0.0 1.4 1.9 0.0 7.6 <br />Cycle Q Clear(g_c), s 6.8 39.4 39.5 0.7 42.5 42.8 0.7 0.0 1.4 1.9 0.0 7.6 <br />Prop In Lane 1.00 0.03 1.00 0.18 1.00 0.50 1.00 1.00 <br />Lane Grp Cap(c), veh/h 320 1396 762 53 1891 707 56 0 61 333 0 562 <br />V/C Ratio(X)0.98 0.92 0.92 0.21 0.99 1.00 0.20 0.00 0.36 0.20 0.00 0.43 <br />Avail Cap(c_a), veh/h 320 1396 762 81 1891 707 113 0 605 333 0 1346 <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)0.61 0.61 0.61 0.32 0.32 0.32 1.00 0.00 1.00 1.00 0.00 1.00 <br />Uniform Delay (d), s/veh51.4 30.8 30.8 52.1 33.3 33.4 51.9 0.0 51.8 46.0 0.0 40.3 <br />Incr Delay (d2), s/veh 33.1 7.6 12.6 0.6 10.0 18.2 1.7 0.0 3.6 0.3 0.0 0.5 <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/ln3.8 16.7 19.2 0.3 17.4 21.2 0.3 0.0 0.6 0.8 0.0 3.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 84.5 38.4 43.4 52.7 43.3 51.6 53.7 0.0 55.5 46.3 0.0 40.8 <br />LnGrp LOS F D D D D D D A E D A D <br />Approach Vol, veh/h 2301 2591 33 309 <br />Approach Delay, s/veh 46.2 45.6 54.9 42.0 <br />Approach LOS D D D D <br />Timer - Assigned Phs 1 2 3 4 5 6 7 8 <br />Phs Duration (G+Y+Rc), s9.0 49.1 5.4 15.6 11.0 47.1 13.2 7.9 <br />Change Period (Y+Rc), s 5.7 * 5.7 4.0 4.9 4.0 5.7 4.9 * 4.9 <br />Max Green Setting (Gmax), s5.0 * 43 5.0 38.0 7.0 41.4 5.0 * 38 <br />Max Q Clear Time (g_c+I1), s2.7 41.5 2.7 9.6 8.8 44.8 3.9 3.4 <br />Green Ext Time (p_c), s 0.0 1.6 0.0 1.2 0.0 0.0 0.0 0.0 <br />Intersection Summary <br />HCM 6th Ctrl Delay 45.7 <br />HCM 6th LOS D <br />Notes <br />User approved volume balancing among the lanes for turning movement. <br />* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.