Laserfiche WebLink
HCM 6th Signalized Intersection Summary Cumulative Conditions <br />13: Stoneridge Dr & Stoneridge Mall Rd Timing Plan: AM PEAK <br />Stoneridge Mall Residential Project 6:00 am 05/06/2010 Existing + Approved + Stoneridge Residential Synchro 10 Report <br />Page 8 <br />Movement EBL EBT WBT WBR SBL SBR <br />Lane Configurations <br />Traffic Volume (veh/h) 50 720 1182 1535 245 60 <br />Future Volume (veh/h) 50 720 1182 1535 245 60 <br />Initial Q (Qb), veh 0 0 0 0 0 0 <br />Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 <br />Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 <br />Work Zone On Approach No No No <br />Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 <br />Adj Flow Rate, veh/h 53 758 1244 1616 214 110 <br />Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 <br />Percent Heavy Veh, %2 2 2 2 2 2 <br />Cap, veh/h 87 2615 2317 2302 460 181 <br />Arrive On Green 0.05 0.74 0.62 0.61 0.13 0.11 <br />Sat Flow, veh/h 1781 3647 3741 3090 3563 1585 <br />Grp Volume(v), veh/h 53 758 1244 1616 214 110 <br />Grp Sat Flow(s),veh/h/ln1781 1777 1870 1545 1781 1585 <br />Q Serve(g_s), s 1.7 4.2 11.2 16.8 3.3 3.9 <br />Cycle Q Clear(g_c), s 1.7 4.2 11.2 16.8 3.3 3.9 <br />Prop In Lane 1.00 1.00 1.00 1.00 <br />Lane Grp Cap(c), veh/h 87 2615 2317 2302 460 181 <br />V/C Ratio(X)0.61 0.29 0.54 0.70 0.47 0.61 <br />Avail Cap(c_a), veh/h 451 2615 2606 2541 1857 802 <br />HCM Platoon Ratio 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 <br />Uniform Delay (d), s/veh27.6 2.6 6.4 4.1 23.9 25.0 <br />Incr Delay (d2), s/veh 2.5 0.1 0.2 0.8 0.3 1.2 <br />Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 <br />%ile BackOfQ(50%),veh/ln0.7 0.5 2.8 5.4 1.3 3.5 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 30.1 2.7 6.6 4.9 24.2 26.3 <br />LnGrp LOS C A A A C C <br />Approach Vol, veh/h 811 2860 324 <br />Approach Delay, s/veh 4.5 5.7 24.9 <br />Approach LOS A A C <br />Timer - Assigned Phs 1 2 4 6 <br />Phs Duration (G+Y+Rc), s6.9 40.7 11.7 47.6 <br />Change Period (Y+Rc), s 4.0 5.3 4.9 5.3 <br />Max Green Setting (Gmax), s15.0 40.0 30.0 40.0 <br />Max Q Clear Time (g_c+I1), s3.7 18.8 5.9 6.2 <br />Green Ext Time (p_c), s 0.0 16.6 0.9 4.8 <br />Intersection Summary <br />HCM 6th Ctrl Delay 7.0 <br />HCM 6th LOS A <br />Notes <br />User approved volume balancing among the lanes for turning movement.