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HCM 6th Signalized Intersection Summary Timing Plan: AM 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) 47 53 117 115 60 119 119 184 118 105 169 21 Future Volume(veh/h) 47 53 117 115 60 119 119 184 118 105 169 21 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.98 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 50 56 124 167 87 172 135 209 134 124 199 25 Peak Hour Factor 0.94 0.94 0.94 0.69 0.69 0.69 0.88 0.88 0.88 0.85 0.85 0.85 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 89 93 207 213 475 394 173 264 169 159 392 49 Arrive On Green 0.05 0.18 0.18 0.12 0.25 0.25 0.10 0.25 0.25 0.09 0.24 0.24 Sat Flow,vehlh 1781 506 1121 1781 1870 1551 1781 1063 682 1781 1628 205 Grp Volume(v),veh/h 50 0 180 167 87 172 135 0 343 124 0 224 Grp Sat Flow(s),vehlh/In 1781 0 1628 1781 1870 1551 1781 0 1744 1781 0 1833 Q Serve(g_s),s 1.4 0.0 5.1 4.6 1.8 4.7 3.7 0.0 9.2 3.4 0.0 5.3 Cycle Q Clear(g_c),s 1.4 0.0 5.1 4.6 1.8 4.7 3.7 0.0 9.2 3.4 0.0 5.3 Prop In Lane 1.00 0.69 1.00 1.00 1.00 0.39 1.00 0.11 Lane Grp Cap(c),veh/h 89 0 300 213 475 394 173 0 434 159 0 442 V/C Ratio(X) 0.56 0.00 0.60 0.78 0.18 0.44 0.78 0.00 0.79 0.78 0.00 0.51 Avail Cap(c_a),veh/h 220 0 583 301 756 627 230 0 660 230 0 693 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 23.3 0.0 18.8 21.5 14.7 15.7 22.2 0.0 17.7 22.4 0.0 16.5 Incr Delay(d2),s/veh 5.4 0.0 1.9 8.5 0.2 0.8 11.7 0.0 3.7 10.0 0.0 0.9 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 0.7 0.0 1.8 2.2 0.7 1.5 1.8 0.0 3.3 1.7 0.0 1.9 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 28.8 0.0 20.7 30.0 14.9 16.5 33.9 0.0 21.4 32.4 0.0 17.4 LnGrp LOS C A C C B B C A C C A B Approach Vol,veh/h 230 426 478 348 Approach Delay,s/veh 22.5 21.4 24.9 22.7 Approach LOS C C C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 9.0 17.0 10.5 13.8 9.4 16.6 7.0 17.3 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 6.5 19.0 8.5 18.0 6.5 19.0 6.2 20.3 Max Q Clear Time(g_c+11),s 5.4 11.2 6.6 7.1 5.7 7.3 3.4 6.7 Green Ext Time(p-c),s 0.0 1.1 0.1 0.7 0.0 0.8 0.0 0.8 Intersection Summary HCM 6th Ctrl Delay 23.0 HCM 6th LOS C Pock Lane Residential TIS: Existing Conditions, 10/26/20217:00 am Synchro 11 Report TJKM Page 1