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HCM 6th Signalized Intersection Summary Timing Plan: AM Peak 1: Mariposa Rd & 8th St/Farmington Rd 1I05/03/2022 Movement BL NBT NBR SBL SBT SBR Lane Configurations r Traffic Volume(velem 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 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus,Adj W 1.00 1.00 1.00 1.00 1.00 1.00 -Tor- 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/h/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/ 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,veh/h 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),veh/h/In 1781 0 1628 1781 1870 1551 1781 1 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 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 89 300 213 475 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 dL 22QW0 583 301 756 6271 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 &stream Filter(I)_,� 1.00 0.00_&.00 1.00 1.00 JW 1.00 0.00 1.00 1.00 _5j&& 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 cr Delay(d2),s/veh 5.4 8.5 0.2 3.7 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/I9AM 0.7 0.0 1T 2.2 0.7 1.5 3.3 TPEMW 1.9 Unsig.Movement Delay,s/veh rrp Delay(d),s/veh 28.8 0.0 20.7 30.0 14.9 16.5 33'TW 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 -ERW"- 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+I1),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 +ptersection Summary ILCM 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