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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 131 104 289 154 474 398 202 420 164 188 519 67 Arrive On Green 0.07 0.24 0.24 0.09 0.25 0.25 0.11 0.33 0.33 0.11 0.32 0.32 Sat Flow,vehlh 1781 434 1205 1781 1870 1569 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 1639 1781 1870 1569 1781 0 1780 1781 0 1832 Q Serve(g_s),s 4.8 0.0 16.0 5.2 2.4 5.1 8.5 0.0 20.0 6.2 0.0 24.0 Cycle Q Clear(g_c),s 4.8 0.0 16.0 5.2 2.4 5.1 8.5 0.0 20.0 6.2 0.0 24.0 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 131 0 393 154 474 398 202 0 583 188 0 586 V/C Ratio(X) 0.88 0.00 0.91 0.82 0.16 0.33 1.20 0.00 0.87 0.80 0.00 1.01 Avail Cap(c_a),veh/h 131 0 393 154 474 398 202 0 583 276 0 586 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 34.4 0.0 27.7 33.7 21.8 22.8 33.2 0.0 23.7 32.8 0.0 25.5 Incr Delay(d2),s/veh 44.9 0.0 25.2 27.6 0.2 0.5 129.0 0.0 13.1 9.8 0.0 40.0 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 3.6 0.0 8.6 3.3 1.0 1.8 10.6 0.0 9.4 3.0 0.0 15.7 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 79.3 0.0 53.0 61.3 22.0 23.3 162.3 0.0 36.8 42.5 0.0 65.5 LnGrp LOS E A D E C C F A D D A F Approach Vol,veh/h 474 336 749 743 Approach Delay,s/veh 59.4 37.2 77.5 60.9 Approach LOS E D E E Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 12.4 29.1 11.0 22.5 13.0 28.5 10.0 23.5 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 11.6 20.9 6.5 18.0 8.5 24.0 5.5 19.0 Max Q Clear Time(g_c+11),s 8.2 22.0 7.2 18.0 10.5 26.0 6.8 7.1 Green Ext Time(p-c),s 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.6 Intersection Summary HCM 6th Ctrl Delay 62.5 HCM 6th LOS E Pock Lane Residential TIS:Cumulative plus Project Conditions Synchro 11 Report TJKM Page 1