Laserfiche WebLink
HCM 6th Signalized Intersection Summary Cumulative Conditions <br />11: Foothill Rd & Laurel Creek Dr/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 8 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (veh/h) 20 70 70 138 60 614 30 320 70 500 512 20 <br />Future Volume (veh/h) 20 70 70 138 60 614 30 320 70 500 512 20 <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 0.99 1.00 1.00 1.00 0.98 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 23 80 80 157 68 698 34 364 80 568 582 23 <br />Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 <br />Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 <br />Cap, veh/h 39 127 127 213 485 1427 53 668 218 787 1371 612 <br />Arrive On Green 0.02 0.15 0.14 0.12 0.26 0.26 0.03 0.19 0.14 0.23 0.39 0.39 <br />Sat Flow, veh/h 1781 855 855 1781 1870 2790 1781 3554 1553 3456 3554 1585 <br />Grp Volume(v), veh/h 23 0 160 157 68 698 34 364 80 568 582 23 <br />Grp Sat Flow(s),veh/h/ln1781 0 1710 1781 1870 1395 1781 1777 1553 1728 1777 1585 <br />Q Serve(g_s), s 0.7 0.0 4.7 4.5 1.5 8.6 1.0 4.9 2.5 8.0 6.3 0.5 <br />Cycle Q Clear(g_c), s 0.7 0.0 4.7 4.5 1.5 8.6 1.0 4.9 2.5 8.0 6.3 0.5 <br />Prop In Lane 1.00 0.50 1.00 1.00 1.00 1.00 1.00 1.00 <br />Lane Grp Cap(c), veh/h 39 0 254 213 485 1427 53 668 218 787 1371 612 <br />V/C Ratio(X)0.60 0.00 0.63 0.74 0.14 0.49 0.64 0.54 0.37 0.72 0.42 0.04 <br />Avail Cap(c_a), veh/h 675 0 668 1182 485 1427 675 2135 859 2293 1371 612 <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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Uniform Delay (d), s/veh25.6 0.0 21.3 22.4 15.0 8.4 25.3 19.4 20.5 18.8 11.9 10.1 <br />Incr Delay (d2), s/veh 5.3 0.0 1.0 4.5 0.0 0.1 4.7 0.7 1.0 0.9 0.2 0.0 <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/ln0.3 0.0 1.8 1.9 0.5 2.1 0.4 1.8 0.9 2.7 1.9 0.2 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 30.9 0.0 22.2 26.9 15.1 8.5 30.1 20.1 21.6 19.8 12.1 10.1 <br />LnGrp LOS C A C C B A C C C B B B <br />Approach Vol, veh/h 183 923 478 1173 <br />Approach Delay, s/veh 23.3 12.1 21.0 15.8 <br />Approach LOS C B C B <br />Timer - Assigned Phs 1 2 3 4 5 6 7 8 <br />Phs Duration (G+Y+Rc), s16.0 13.9 5.1 17.7 5.6 24.4 10.3 12.5 <br />Change Period (Y+Rc), s 4.0 5.7 4.0 5.3 4.0 5.7 4.0 * 5.3 <br />Max Green Setting (Gmax), s35.0 30.0 20.0 10.0 20.0 10.0 35.0 * 20 <br />Max Q Clear Time (g_c+I1), s10.0 6.9 2.7 10.6 3.0 8.3 6.5 6.7 <br />Green Ext Time (p_c), s 2.0 1.2 0.0 0.0 0.0 0.5 0.5 0.3 <br />Intersection Summary <br />HCM 6th Ctrl Delay 16.0 <br />HCM 6th LOS B <br />Notes <br />User approved pedestrian interval to be less than phase max green. <br />* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.