Laserfiche WebLink
HCM 6th Signalized Intersection Summary Cumulative Conditions <br />12: Springdale Ave & Stoneridge Dr Timing Plan: PM 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) 60 520 50 230 410 286 40 30 160 756 60 192 <br />Future Volume (veh/h) 60 520 50 230 410 286 40 30 160 756 60 192 <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 0.98 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 67 578 56 256 456 44 44 33 178 840 67 213 <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 2 2 2 2 2 2 2 2 2 2 <br />Cap, veh/h 118 810 351 189 951 416 276 290 241 1034 116 369 <br />Arrive On Green 0.07 0.23 0.23 0.11 0.27 0.27 0.15 0.15 0.15 0.30 0.30 0.30 <br />Sat Flow, veh/h 1781 3554 1539 1781 3554 1554 1781 1870 1555 3456 388 1232 <br />Grp Volume(v), veh/h 67 578 56 256 456 44 44 33 178 840 0 280 <br />Grp Sat Flow(s),veh/h/ln1781 1777 1539 1781 1777 1554 1781 1870 1555 1728 0 1620 <br />Q Serve(g_s), s 2.8 11.3 2.2 8.0 8.1 1.6 1.6 1.1 8.3 17.0 0.0 11.1 <br />Cycle Q Clear(g_c), s 2.8 11.3 2.2 8.0 8.1 1.6 1.6 1.1 8.3 17.0 0.0 11.1 <br />Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.76 <br />Lane Grp Cap(c), veh/h 118 810 351 189 951 416 276 290 241 1034 0 485 <br />V/C Ratio(X)0.57 0.71 0.16 1.36 0.48 0.11 0.16 0.11 0.74 0.81 0.00 0.58 <br />Avail Cap(c_a), veh/h 212 1299 562 189 1252 547 759 797 663 1428 0 669 <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/veh34.2 26.9 23.4 33.8 23.2 20.8 27.7 27.5 30.5 24.5 0.0 22.4 <br />Incr Delay (d2), s/veh 1.6 1.2 0.2 191.0 0.4 0.1 0.1 0.1 1.7 1.8 0.0 0.4 <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/ln1.2 4.6 0.8 13.3 3.2 0.6 0.7 0.5 3.1 6.8 0.0 4.1 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 35.8 28.1 23.6 224.8 23.6 21.0 27.8 27.5 32.1 26.3 0.0 22.8 <br />LnGrp LOS D C C F C C C C C C A C <br />Approach Vol, veh/h 701 756 255 1120 <br />Approach Delay, s/veh 28.4 91.6 30.8 25.4 <br />Approach LOS C F C C <br />Timer - Assigned Phs 1 2 4 5 6 8 <br />Phs Duration (G+Y+Rc), s9.0 24.2 15.7 12.0 21.2 26.6 <br />Change Period (Y+Rc), s 4.0 5.3 * 4.2 4.0 5.3 4.2 <br />Max Green Setting (Gmax), s9.0 25.3 * 32 8.0 26.3 31.0 <br />Max Q Clear Time (g_c+I1), s4.8 10.1 10.3 10.0 13.3 19.0 <br />Green Ext Time (p_c), s 0.0 1.6 0.6 0.0 2.4 2.9 <br />Intersection Summary <br />HCM 6th Ctrl Delay 44.3 <br />HCM 6th LOS D <br />Notes <br />* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.