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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 67 164 116 65 121 167 335 131 126 441 57 Future Volume(veh/h) 86 67 164 116 65 121 167 335 131 126 441 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 89 219 126 71 132 182 364 142 150 525 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 134 103 255 159 433 363 208 435 170 189 534 69 Arrive On Green 0.08 0.22 0.22 0.09 0.23 0.23 0.12 0.34 0.34 0.11 0.33 0.33 Sat Flow,vehlh 1781 475 1169 1781 1870 1568 1781 1280 499 1781 1622 210 Grp Volume(v),veh/h 115 0 308 126 71 132 182 0 506 150 0 593 Grp Sat Flow(s),vehlh/In 1781 0 1644 1781 1870 1568 1781 0 1780 1781 0 1832 Q Serve(g_s),s 4.6 0.0 13.1 5.1 2.2 5.1 7.3 0.0 19.1 6.0 0.0 23.4 Cycle Q Clear(g_c),s 4.6 0.0 13.1 5.1 2.2 5.1 7.3 0.0 19.1 6.0 0.0 23.4 Prop In Lane 1.00 0.71 1.00 1.00 1.00 0.28 1.00 0.11 Lane Grp Cap(c),veh/h 134 0 358 159 433 363 208 0 605 189 0 603 V/C Ratio(X) 0.86 0.00 0.86 0.79 0.16 0.36 0.88 0.00 0.84 0.80 0.00 0.98 Avail Cap(c_a),veh/h 134 0 406 159 488 409 208 0 605 284 0 603 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 33.3 0.0 27.4 32.5 22.4 23.5 31.7 0.0 22.2 31.8 0.0 24.2 Incr Delay(d2),s/veh 38.5 0.0 15.4 23.4 0.2 0.6 31.5 0.0 9.9 8.9 0.0 32.1 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 6.4 3.1 0.9 1.9 4.7 0.0 8.4 2.8 0.0 14.2 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 71.8 0.0 42.9 55.9 22.5 24.1 63.2 0.0 32.1 40.7 0.0 56.4 LnGrp LOS E A D E C C E A C D A E Approach Vol,veh/h 423 329 688 743 Approach Delay,s/veh 50.7 36.0 40.3 53.2 Approach LOS D D D D Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 12.2 29.3 11.0 20.4 13.0 28.5 10.0 21.4 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 8.0 21.1 7.1 15.1 9.3 25.4 6.6 7.1 Green Ext Time(p-c),s 0.1 0.0 0.0 0.5 0.0 0.0 0.0 0.6 Intersection Summary HCM 6th Ctrl Delay 46.1 HCM 6th LOS D Pock Lane Residential TIS:Cumulative Conditions Synchro 11 Report TJKM Page 1