SU0014056 - Laserfiche WebLink

Home Browse Search

HCM 6th Signalized Intersection Summary Timing Plan: PM Peak 1: Mariposa Rd & 8th St/Farmington Rd 1I05/03/2022 --I. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r Traffic Volume(veh/h) 86 71 198 116 72 121 224 335 131 126 441 57 Future Volume(veh/h) 86 71 198 116 72 121 224 335 131 126 441 57 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 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 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 115 95 264 126 78 132 243 364 142 150 525 68 Peak Hour Factor 0.75 0.75 0.75 0.92 0.92 0.92 0.92 0.92 0.92 0.84 0.84 0.84 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 144 89 246 156 396 331 278 511 200 184 563 73 Arrive On Green 0.08 0.20 0.20 0.09 0.21 0.21 0.16 0.40 0.40 0.10 0.35 0.35 Sat Flow,vehlh 1781 433 1203 1781 1870 1566 1781 1280 499 1781 1622 210 Grp Volume(v),veh/h 115 0 359 126 78 132 243 0 506 150 0 593 Grp Sat Flow(s),vehlh/In 1781 0 1636 1781 1870 1566 1781 0 1780 1781 0 1832 Q Serve(g_s),s 5.6 0.0 18.0 6.1 3.0 6.4 11.7 0.0 21.0 7.2 0.0 27.5 Cycle Q Clear(g_c),s 5.6 0.0 18.0 6.1 3.0 6.4 11.7 0.0 21.0 7.2 0.0 27.5 Prop In Lane 1.00 0.74 1.00 1.00 1.00 0.28 1.00 0.11 Lane Grp Cap(c),veh/h 144 0 335 156 396 331 278 0 711 184 0 636 V/C Ratio(X) 0.80 0.00 1.07 0.81 0.20 0.40 0.88 0.00 0.71 0.82 0.00 0.93 Avail Cap(c_a),veh/h 144 0 335 156 396 331 282 0 711 229 0 675 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 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 39.7 0.0 34.9 39.4 28.5 29.8 36.3 0.0 22.1 38.6 0.0 27.7 Incr Delay(d2),s/veh 26.4 0.0 69.4 26.0 0.2 0.8 24.8 0.0 3.3 16.5 0.0 19.4 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 %ile BackOfQ(50%),veh/In 3.4 0.0 13.3 3.7 1.3 2.4 6.6 0.0 8.3 3.8 0.0 14.3 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 66.1 0.0 104.3 65.3 28.7 30.6 61.0 0.0 25.5 55.1 0.0 47.1 LnGrp LOS E A F E C C E A C E A D Approach Vol,veh/h 474 336 749 743 Approach Delay,s/veh 95.0 43.2 37.0 48.7 Approach LOS F D D D Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 13.6 39.6 12.2 22.5 18.2 35.0 11.6 23.1 Change Period (Y+Rc),s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting(Gmax),s 11.3 35.0 7.7 18.0 13.9 32.4 7.1 18.6 Max Q Clear Time(g_c+11),s 9.2 23.0 8.1 20.0 13.7 29.5 7.6 8.4 Green Ext Time(p-c),s 0.1 2.3 0.0 0.0 0.0 1.0 0.0 0.5 Intersection Summary HCM 6th Ctrl Delay 53.6 HCM 6th LOS D Pock Lane Residential TIS:Cumulative plus Project Conditions-Non-Signal Mitigation Synchro 11 Report TJKM Page 1